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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC Agreement executed on 11/06/2025 |
| 2 | L2₹3.8 L+₹6,352.27 (1.71%)Rejected-AOC | ₹3.8 L+₹6,352.27 (1.71%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹3.8 L+₹8,258.16 (2.23%)Rejected-Finance | ₹3.8 L+₹8,258.16 (2.23%) | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | aravindakshan L2 | K M BHASKARAN L1 | A AMOO L3 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 73.22 | cum | 12.46 ₹912.38 | 12.09 ₹885.29 Lowest | 12.36 ₹905.06 |
| 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. | 29.29 | cum | 1,959.34 ₹57,389.07 | 1,926.78 ₹56,435.39 Lowest | 1,969.7 ₹57,692.51 |
| 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) | 43.94 | cum | 7,254.06 ₹3,18,707.13 | 7,131.8 ₹3,13,335.63 Lowest | 7,290.7 ₹3,20,316.9 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
24 Apr 2025, 3:00 pmClosed
ROY_MATHEW
Office of the Assistant Engineer, LID_EW Section, Delampady Grama Panchayat
Annual Plan-DELAMPADY GP-2024-25 MITHOTTI MUNDOLKAJE ST COLONY FOOTPATH-54/25-General Civil Work
2025_LSGD_760107_1
AE/LID_EW/DP/05/T1/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Delampady
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,590
Yes
18 Dec 2025
16 Apr 2025
26 Apr 2025
16 Apr 2025
24 Apr 2025
16 Apr 2025
Amount
Road concrete
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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)
aravindakshan (BID ID -2201279)
A AMOO (BID ID -2201520)
Bidder Name
A AMOO
aravindakshan
K M BHASKARAN
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