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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC KERALA KL | ₹3.4 L | 1 | Accepted-AOC L1 |
| 2 | 2₹3.4 LRejected-AOC | ₹3.4 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Rajesh P L2 | SUNEERA L1 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 27.9 | cum | 16 ₹446.40 | 15 ₹418.50 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 1.35 | cum | 410 ₹553.50 | 405 ₹546.75 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 5.2 | cum | 8,100 ₹42,120 | 8,080 ₹42,016 |
| 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. (ii) Using Gravel mix soil. | 17.9 | cum | 2,300 ₹41,170 | 2,283 ₹40,865.70 |
| 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) | 28.27 | cum | 9,000 ₹2.5 L | 8,784 ₹2.5 L |
| 1.01 | OD360586/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size 750mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost, conveyance labour charges etc, complete. | 1 | each | 4,500 ₹4,500 | 4,325 ₹4,325 |
Updated dates
Tender Value
₹3.4 L
EMD Value
₹8,414
Closing Date
18 Feb 2026, 4:00 pmClosed
SECRETARY
Kunnamangalm Block Panchayath
MLA SDF-25-26- Iruppodumannil Thottathinkadavu road-Kuruvattoor GP
2026_CRD_835310_1
D/4946072/2025
Open Tender
Civil Works - Roads
180 days
KURUVATTOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹745
Yes
₹8,414
Yes
22 Apr 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
Road work
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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. (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)
OD360586/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size 750mm x 600mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost, conveyance labour charges etc, complete.
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