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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.3 LAccepted-AOC | ₹14.3 L | 1 | Accepted-AOC Contract value excluding GST. No GST L1 Accepted |
| 2 | 2₹17.0 L+₹2.7 L (18.9%)Rejected-AOC FLOOR NO GROUND FLOOR BUILDING NO FLAT NO NO12 606NMC 27 123 5 NAME OF BUILDING L R VILLA MANCHA ROAD STREET NEDUMANGAD CITY TOWN VILLAGE NEDUMANGAD DISTRICT THIRUVANANTHAPURAM KERALA STATE PIN 695 541 | NEDUMANGAD | THIRUVANANTHAPURAM | KERALA | 695541 | ₹17.0 L+₹2.7 L (18.9%) | 2 | Rejected-AOC Contract value excluding GST. GST Extra L2 Rejected |
| 3 | 3₹19.7 L+₹5.4 L (37.4%)Rejected-Finance ALAPPUZHA | KERALA | 686534 | ₹19.7 L+₹5.4 L (37.4%) | 3 | Rejected-Finance Highest |
Tender Value
₹16.8 L
EMD Value
₹42,000
Closing Date
25 May 2026, 3:00 pmClosed
Asst.Executive Engineer
The Asst.Executive Engineer, SubStation Sub Division, Vadakkencherry
Construction of Compound wall with chainlink fencing at 110kV SubStation Kannampully
2026_KSEB_850696_1
VDY/SSSD/01/ 26-27/ 13.05.2026.
Open Tender
Civil Works - Others
Percentage
180 days
Kannampully
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
₹42,000
8 Jul 2026
14 May 2026
30 May 2026
14 May 2026
25 May 2026
14 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 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | 470 | mtr | 38.08 | ₹17,897.6 |
| 2 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. | 85 | m2 | 78.39 | ₹6,663.15 |
| 3 | Cutting Y Angles at required height as per the direction of the departmental officer. | 112 | No | 47.38 | ₹5,306.56 |
| 4 | 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 | 1.5 | m3 | 2,542 | ₹3,813 |
| 5 | 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 | 2 | m3 | 359.72 | ₹719.44 |
| 6 | DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 1.5 | m3 | 1,715.88 | ₹2,573.82 |
| 7 | 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) | 1.5 | m3 | 8,343.49 | ₹12,515.24 |
| 8 | Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | 85 | m2 | 386.16 | ₹32,823.6 |
| 9 | 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: 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 16 | m3 | 9,963.93 | ₹1,59,422.88 |
| 10 | 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 | 800 | Kg | 112.43 | ₹89,944 |
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