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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | ₹5.4 L | L1 | Accepted-AOC l1 |
| 2 | L2₹5.6 LRejected-Finance | ₹5.6 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical KAMALA BHAVAN NEDUMANGAD PO NELLANADU GRAMA PANCHAYATH | THIRUVANANTHAPURAM | KERALA | 695001 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | HAREESH KUMAR V K L1 | P HASSAN KOYA L3 | Riyas PV L2 | manoj L4 |
|---|---|---|---|---|---|---|---|
| 1.00CC Road | |||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 62.17 | cum | 950 ₹59,066.25 | 1,457 ₹90,588.98 | 1,260 ₹78,340.50 | 1,524.15 ₹94,764.03 |
| 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. | 36.75 | cum | 2,050 ₹75,337.50 | 1,939 ₹71,258.25 | 2,548.56 ₹93,659.58 | 2,027.57 ₹74,513.20 |
| 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) | 55.12 | cum | 7,300 ₹4.0 L | 7,458.02 ₹4.1 L | 7,094.64 ₹3.9 L | 7,800.62 ₹4.3 L |
Tender Value
₹6.7 L
EMD Value
₹16,872
Closing Date
6 Mar 2026, 4:00 pmClosed
AE
AE OFFICE
WORKS
2026_LSGD_841591_1
AE/LSGD/KDY/TENDER/12/25-26
Open Tender
Civil Works - Roads
180 days
KADALUNDY
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,490
Yes
₹16,872
Yes
27 May 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
CC Road
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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)
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