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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | ₹12.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹13.2 L+₹73,526.82 (5.89%)Rejected-AOC THIYYALI MARAKKARAKATH HOUSE PATTERKADAVU PO MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | ₹13.2 L+₹73,526.82 (5.89%) | L2 | Rejected-AOC Second lowest |
Tender Value
₹14.5 L
EMD Value
₹37,000
Closing Date
29 May 2026, 4:00 pmClosed
Assistant Executive Engineer , TSD Pattambi
Assistant Executive Engineer Transmission Sub Division Pattambi Mini Vydyuthi Bhavanam, Koomabankallu, Pattambi PIN 679306
Capacity addition 110/11 kV 12.5 MVA Transformer at 110kV SS Koppam Equipment foundation work
2026_KSEB_851161_1
KSEB/AEE/TSD/PTB/02/26 27/15-05-26
Open Tender
Civil Works - Others
Percentage
110 kV Substation Koppam
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
₹37,000
30 Jun 2026
15 May 2026
5 Jun 2026
15 May 2026
29 May 2026
15 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 | 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 A4to be levelled and neatly dressed.All kinds of soil | - | cub.m | 0.8 | - |
| 2 | 2.26.1: Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | cub.m | 0.4 | ₹0.4 |
| 3 | 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 | - | cub.m | 0.2 | - |
| 4 | 4.1.8 : 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 : 8 graded stone aggregate 40 nominal size) | - | cub.m | 0.4 | - |
| 5 | 7.1.1 : 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cub.m | - | - |
| 6 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sq.m | 0.2 | - |
| 7 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sq.m | 1 | - |
| 8 | 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. | - | sq.m | 0.4 | - |
| 9 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo Mechanically Treated bars of grade Fe-500D or more | - | kg | 1 | - |
| 10 | 5.1.2 : 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 | - | cub.m | - | - |
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