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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No1(1)/2025 dt.10/06/2025 of Kumbala GP | |
| 2 | L2₹4.4 L+₹22,909.78 (5.46%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹4.4 L+₹23,579.31 (5.62%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹4.7 L+₹47,148.38 (11.2%)Rejected-Finance STAR NAGAR BEVIJA KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671541 | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Aboobacker Siddeeque A M L1 | SHOUKATHALI K L4 | ABDUL ALTHAF L2 | MOHAMMED HANEEF L3 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | |||||||
| 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. | 402 | sqm | 7.94 ₹3,191.88 Lowest | 8.84 ₹3,553.68 | 8.38 ₹3,368.76 | 8.39 ₹3,372.78 |
| 1.00 | OD527377/2024-2025: 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. &lt;br&gt;(ii)
Using Gravel mix soil.(using departmental materials ) | 20.1 | cum | 151.12 ₹3,037.51 Lowest | 167.96 ₹3,376 | 159.23 ₹3,200.52 | 159.62 ₹3,208.36 |
| 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) | 60.3 | cum | 6,724.27 ₹4,05,473.48 Lowest | 7,480.65 ₹4,51,083.2 | 7,091.86 ₹4,27,639.16 | 7,102.46 ₹4,28,278.34 |
| 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. | 20.1 | cum | 374.05 ₹7,518.41 Lowest | 415.76 ₹8,356.78 | 394.16 ₹7,922.62 | 395.08 ₹7,941.11 |
Tender Value
₹5.1 L
EMD Value
₹12,704
Closing Date
29 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Manjula N.K
Office of the Assistant Engineer, LID and EW Section, Kumbla Grama Panchayat
Annual Plan-KUMBALA GP 2024-25 PRO NO 549/25 KANJIKKATTA ARAMANA ROAD CONCRETE-IN WARD 12-General Civil Work
2025_LSGD_765548_3
02/2025-26/TN/AE/LIDEW/KMBL
Open Tender
Civil Works - Roads
Item Rate
180 days
KUMBALA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,704
Yes
14 Aug 2025
21 May 2025
31 May 2025
21 May 2025
29 May 2025
21 May 2025
Amount
CONCRETING
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.
OD527377/2024-2025: 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. &lt;br&gt;(ii) Using Gravel mix soil.(using departmental materials )
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.
ABDUL ALTHAF (BID ID -2217938)
MOHAMMED HANEEF (BID ID -2217793)
SHOUKATHALI K (BID ID -2218101)
Bidder Name
MOHAMMED HANEEF
SHOUKATHALI K
ABDUL ALTHAF
Aboobacker Siddeeque A M
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