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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1(1)) dtd.23/08/2025 of Kurichy GP | |
| 2 | L2₹9.3 L+₹43,175.39 (4.88%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹9.4 L+₹54,654.24 (6.17%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | C ABRAHAM L2 | VIJAY V NAIR L3 | JOSE K.T L1 |
|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||
| 1.00 | OD56300/2025-2026:Surface dressing of the ground including removing vegetation and equalities not exceeding 15. cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5 | 481.29 | per sqm | 36 ₹17,326.44 | 36.5 ₹17,567.09 | 34.91 ₹16,801.83 Lowest |
| 1.00 | OD60933/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up 1.5 m as per direction of safe engineer - in- charge | 96.26 | cum | 433 ₹41,679.71 Lowest | 435 ₹41,872.23 | 441.1 ₹42,459.4 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local 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. | 72.19 | cum | 2,484 ₹1,79,329.9 | 2,500 ₹1,80,485 | 2,359.86 ₹1,70,367.73 Lowest |
| 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) | 72.19 | cum | 9,563 ₹6,90,391.22 | 9,700 ₹7,00,281.8 | 9,085.56 ₹6,55,922.92 Lowest |
Tender Value
₹9.3 L
EMD Value
₹23,304
Closing Date
6 Aug 2025, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER KURICHY GP
CIVIL WORKS
2025_LSGD_778939_17
E- 3/AE/KRCY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KURICHY GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,055
₹23,304
22 Jul 2026
28 Jul 2025
7 Aug 2025
28 Jul 2025
6 Aug 2025
28 Jul 2025
Amount
Road concreting
OD56300/2025-2026:Surface dressing of the ground including removing vegetation and equalities not exceeding 15. cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5
OD60933/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up 1.5 m as per direction of safe engineer - in- charge
4.11.2:Granular sub-base/base/surface course with local 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.
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)
C ABRAHAM (BID ID -2271007)
VIJAY V NAIR (BID ID -2276502)
Bidder Name
C ABRAHAM
JOSE K.T
VIJAY V NAIR
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