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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No4(1)/2025 dt.27/09/2025 of Kumbala GP. | |
| 2 | L2₹12.8 L+₹151.97 (0.01%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹12.9 L+₹12,036.39 (0.94%)Rejected-Finance GREEN LAND RESIDENCY MANGALPADY BANDIYOD 671324 | MANGALPADY | KASARAGOD | KERALA | 671324 | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SAYID SUHAIB C A L1 | Mohammed Nuhman L2 | HASSAN BASHEER L3 |
|---|---|---|---|---|---|---|
| 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. | 1,164 | sqm | 11.31 ₹13,164.84 Lowest | 11.31 ₹13,164.84 Lowest | 11.42 ₹13,292.88 |
| 1.00 | OD209961/2025-2026: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.
<br>(ii)
Using Gravel mix soil.(using departmental material | 60.7 | cum | 144.24 ₹8,755.37 | 144.03 ₹8,742.62 Lowest | 145.37 ₹8,823.96 |
| 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) | 182.1 | cum | 6,783.75 ₹12,35,320.88 Lowest | 6,784.64 ₹12,35,482.94 | 6,847.69 ₹12,46,964.35 |
| 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. | 44.31 | cum | 462.96 ₹20,513.76 Lowest | 463.02 ₹20,516.42 | 467.39 ₹20,710.05 |
Tender Value
₹16.9 L
EMD Value
₹42,366
Closing Date
8 Sept 2025, 9:00 amClosed
MANJULA NK
Office of the Assistant Engineer, LID and EW Section, Kumbla Grama Panchayat
Annual Plan-Annual Plan KUMBALA GP 2025-26- PR NO 107/26 ARIKKADY PARA TEMPLE ROAD IMPROVEMENT-in ward no II-General Civil Work
2025_LSGD_791590_8
04/2025-26/TN/AE/LIDEW/KMBL
Open Tender
Civil Works - Roads
Item Rate
180 days
Kumbla Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,366
Yes
6 Dec 2025
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.
OD209961/2025-2026: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. <br>(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.
Mohammed Nuhman (BID ID -2324468)
HASSAN BASHEER (BID ID -2325361)
Bidder Name
Mohammed Nuhman
HASSAN BASHEER
SAYID SUHAIB C A
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