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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹2.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.0 LRejected-Finance KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹3.0 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RITHU M.V L1 | SHAJU C K L2 |
|---|---|---|---|---|---|
| 1.00detailed estimate | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 44.08 | cum | 405.52 ₹17,876.13 | 500 ₹22,041 |
| 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. | 22.04 | cum | 2,283.3 ₹50,326.22 | 2,500 ₹55,102.5 |
| 1.00 | OD507860/2025-2026:Interlocking concrete block pavement: Providing and laying of interlocking concrete
block pavements having thickness 80mm as per drawings and technical specification
Clause 1504. (Modified Mord 6.7.1) | 220.41 | sqm | 976.59 ₹2,15,250.2 | 1,000 ₹2,20,410 |
Tender Value
₹2.8 L
EMD Value
₹7,086
Closing Date
18 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER LID AND EW KAKKODI GP KAKKODI 673611
08/25-26 PROVIDE OPEN STAGE AUDITORIUM IN PANCHAYATH O F F I C E
2026_LSGD_845439_6
14/2026/AE/LSGD/KKD
Open Tender
Civil Works - Buildings
KAKKODI
Please refer Tender documents.
13 documents required · 13 mandatory
₹625
Yes
₹7,086
Yes
24 Jun 2026
9 Mar 2026
21 Mar 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
detailed estimate
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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.
OD507860/2025-2026:Interlocking concrete block pavement: Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and technical specification Clause 1504. (Modified Mord 6.7.1)
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