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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC AGRMNT EXCTD |
| 2 | L2₹3.3 LRejected-AOC | ₹3.3 L | L2 | Rejected-AOC REJECTED |
| 3 | L3₹3.4 LRejected-Finance CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹3.4 L | L3 | Rejected-Finance REJEECT |
| Sl No | Description | Qty | Unit | BM ABDHULLA L3 | SAYID SUHAIB C A L1 | Mohammed Nuhman L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 295 | sqm | 12.32 ₹3,634.40 | 11.36 ₹3,351.20 | 11.66 ₹3,439.70 |
| 1.00 | OD154443/2025-2026:Granular sub-base/base/surface course with available departmental materials (Table 400.13) by
mix in place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers with motor grader on prepared surface, mixing by mix in place
method with rotavator at once and compacting with smooth wheel roller to achieve the desired
density complete as per Clause 401.4 as per Technical Specification Clause 408.
&amp;lt;br&amp;gt;(ii)
Using Gravel mix soil.(using departmental material | 22.12 | cum | 156.67 ₹3,466.32 | 149.15 ₹3,299.94 | 148.43 ₹3,284.01 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 44.25 | cum | 7,361.35 ₹3.3 L | 6,811.64 ₹3.0 L | 6,991.57 ₹3.1 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 14.4 | cum | 502.37 ₹7,234.13 | 464.86 ₹6,693.98 | 477.45 ₹6,875.28 |
| 1.00 | OD183879/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, matching cut kitchen platforms, variety counters, window sills, facicas and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch tips, including rubbing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. | 0.24 | sqm | 2,991.34 ₹717.92 | 3,634.08 ₹872.18 | 3,730.08 ₹895.22 |
| 1.01 | OD183878/2025-2026:Engraving letters in hard stone. | 350 | per Letter per cm height | 8.76 ₹3,066 | 8.1 ₹2,835 | 8.31 ₹2,908.50 |
Tender Value
₹4.2 L
EMD Value
₹10,516
Closing Date
8 Sept 2025, 9:00 amClosed
MANJULA NK
Office of the Assistant Engineer, LID and EW Section, Kumbla Grama Panchayat
ANNUAL PLAN KUMBALA GP 2025-26 PR NO 96/26 KANJIKATTE ARAMANA ROAD IMPROVEMENT SECOND PHASE-IN WARD 12-General Civil Work
2025_LSGD_791590_20
04/2025-26/TN/AE/LIDEW/KMBL
Open Tender
Civil Works - Roads
180 days
Kumbla Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,516
Yes
12 Feb 2026
27 Aug 2025
9 Sept 2025
27 Aug 2025
8 Sept 2025
27 Aug 2025
Amount
ROAD CONCRETE
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD154443/2025-2026:Granular sub-base/base/surface course with available departmental materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. &amp;lt;br&amp;gt;(ii) Using Gravel mix soil.(using departmental material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD183879/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, matching cut kitchen platforms, variety counters, window sills, facicas and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch tips, including rubbing, moulding and polishing to edge to give high gloss finish etc. complete at all levels.
OD183878/2025-2026:Engraving letters in hard stone.
Mohammed Nuhman (BID ID -2326082)
BM ABDHULLA (BID ID -2326083)
Bidder Name
BM ABDHULLA
Mohammed Nuhman
SAYID SUHAIB C A
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