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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.6 LAccepted-AOC AKKOTHU H MUVATTUPUZHA | MUVATTUPUZHA | KERALA | ₹11.6 L | 1 | Accepted-AOC Lowest Quoted (Amount Including GST) |
| 2 | 2₹11.8 L+₹25,976.74 (2.24%)Rejected-AOC | ₹11.8 L+₹25,976.74 (2.24%) | 2 | Rejected-AOC Second Lowest Quoted( Contractor not registered under GST) |
| 3 | 3₹13.8 L+₹2.2 L (19.4%)Rejected-AOC VELLIKULANGARA 680699 | THRISSUR | KERALA | 680699 | ₹13.8 L+₹2.2 L (19.4%) | 3 | Rejected-AOC Highest Quoted (Amount Including GST) |
Tender Value
₹12.1 L
EMD Value
₹30,300
Closing Date
25 Apr 2026, 4:00 pmClosed
Assistant Executive Engineer
O/o The Assistant Executive Engineer, Line Maintenance Sub Division, KSEB 220kV Substation Compound, Athirappilly Road, Chalakudy.
Protection wall for Location No. 35 of 110 kV tower in Madakkathara-Kunnamkulam (1MDKN) and Madakkathara-Athani(1MDAT) line under LMS Viyyur
2026_KSEB_848458_1
01/2026-27/AEE/LMSD/CHDY
Open Tender
Civil Works - Others
Percentage
60 days
Poomala - Thrissur
As mentioned in tender documents
2 documents required · 2 mandatory
₹5,900
₹30,300
5 Jun 2026
13 Apr 2026
29 Apr 2026
16 Apr 2026
25 Apr 2026
18 Apr 2026
16 Apr 2026 - 18 Apr 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 | 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 | - | m3 | - | - |
| 2 | DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site-For foundation work | - | m3 | - | - |
| 3 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | - | m3 | - | - |
| 4 | 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. Mat 8mm dia bar @ 25cm c/c bothways | - | Kg | - | - |
| 5 | Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide | - | m | - | - |
| 6 | 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) | - | m3 | - | - |
| 7 | PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.2m spacing in each layer in staggered manner ( except top belt) | - | m | - | - |
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finance_1433922.pdf
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CONDITIONS.pdf
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BOQ_1433922.xls
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