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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC | ₹17.9 L Quoted ₹15.2 L | L1 | Accepted-AOC All the technical and financial criteria have been found to be in order. |
| 2 | L3₹15.9 L+₹70,384.91 (4.63%)Rejected-AOC | ₹15.9 L+₹70,384.91 (4.63%) | L3 | Rejected-AOC Not considered, as the bidder has quoted a higher rate than the selected L1 bidder |
| 3 | L4₹16.2 L+₹1.0 L (6.80%)Rejected-AOC | ₹16.2 L+₹1.0 L (6.80%) | L4 | Rejected-AOC Not considered, as the bidder has quoted a higher rate than the selected L1 bidder |
| 4 | Rejected-Technical MUKALEL AMARAVATHY P O KUMILY | KUMILY | IDUKKI | KERALA | - | - | Rejected-Technical The bid is technically rejected due to non-submission of the required documents as stipulated in the tender conditions |
Tender Value
₹16.5 L
EMD Value
₹41,250
Closing Date
10 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer
Transmission Sub Division Peermade, Pothuipara P.O pallikunnu
Construction of Front Gate and Compound wall for 33kV Substation Kumily
2026_KSEB_839432_1
TDT /E-Tender 03/2025-26 dated 23.02.2026
Open Tender
Civil Works - Others
Percentage
33kvsubstation kumily
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,894
Yes
₹41,250
27 Jul 2026
24 Feb 2026
17 Mar 2026
24 Feb 2026
10 Mar 2026
24 Feb 2026
24 Feb 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 |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | Sqm | 1 | - |
| 2 | 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 | 0.6 | - |
| 3 | Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | m3 | - | - |
| 4 | 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) | - | m3 | 0.4 | - |
| 5 | 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) | - | m3 | 1 | - |
| 6 | Centering and shuttering including strutting, etc. and removal of form for:
Foundations, footings, bases of columns, etc for mass concrete | - | m2 | 0.2 | - |
| 7 | Centering and shuttering including strutting, etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts: | - | m2 | 1 | - |
| 8 | 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 | - | Kg | 1 | - |
| 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:
1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | - | m3 | 1 | - |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size | - | m3 | 0.8 | - |
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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GCC.pdf
Tender Documents • 0.88 MB
specialconditionsandtechspec.pdf
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Nominationform.pdf
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etendertermsandconditions.pdf
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BoundenAgreement.pdf
Additional Documents • 0.14 MB
BOQ_1414598.xls
BOQ • 0.25 MB
Corrigendumfortenderextention.pdf
PDF • 0.30 MB
11111kumily.pdf
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