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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.1 LAccepted-Finance | ₹59.1 L | L1 | Accepted-Finance FIRST LOWEST |
| 2 | L2₹62.8 L+₹3.7 L (6.18%)Accepted-Finance GOPURATHINGAL HOUSE ANGAMALY SOUTH ERNAKULAM 683573 | ERNAKULAM | KERALA | 683573 | ₹62.8 L+₹3.7 L (6.18%) | L2 | Accepted-Finance SECOND LOWEST |
| 3 | L3₹64.9 L+₹5.7 L (9.72%)Rejected-Finance KOYIKKAL HOUSE BHRAMAPURAM | ₹64.9 L+₹5.7 L (9.72%) | L3 | Rejected-Finance THIRD LOWEST |
Tender Value
₹68.8 L
EMD Value
₹50,000
Closing Date
10 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer,
Office of the Assistant Executive Engineer, Substation Subdivision, Aluva
Construction of 2 Nos Tr Bays and Installation of 110/11 kV, 20 MVA Trs, Shifting of 110/11kV,12.5MVA Tr from existing yard to new bay constructed in Transgrid 2.0,Phase-I, Extension of control room and up gradation of 11kV panel set to 2000A
2026_KSEB_857509_1
SSDA/Etender-01/26-27/24.06.26
Open Tender
Civil Works - Others
Percentage
180 days
220 kV Substation, Aluva
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
₹50,000
Substation Subdivision , Aluva
20 Jul 2026
26 Jun 2026
15 Jul 2026
26 Jun 2026
10 Jul 2026
27 Jun 2026
7 Jul 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 |
|---|---|---|---|---|---|
| 1PART I- Site Levelling, Foundations and Fire wall | |||||
| 1.01 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | - | cum | 1 | - |
| 1.02 | Demolishing stone rubble masonry In cement mortar 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 | - | - |
| 1.03 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead asper direction of Engineer - in- charge | - | cum | 1 | - |
| 1.04 | Demolishing brick work manually/ by mechanical means including stacking of serviceable materials and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | - | cum | - | - |
| 1.05 | 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 | - | cum | 1 | - |
| 1.06 | 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 | - | - |
| 1.07 | 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. | - | cum | - | - |
| 1.08 | 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 | - | cum | - | - |
| 1.09 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :All kinds of soil. | - | cum | - | - |
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