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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | ₹2.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | RENJITH MANUEL L2 | JALEEL JABBAR L1 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 204 | sqm | 16 ₹3,264 | 13.6 ₹2,774.40 |
| 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. | 10.12 | cum | 2,400 ₹24,300 | 2,112 ₹21,384 |
| 1.00 | OD436184/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 202.5 | sqm | 1,055 ₹2.1 L | 916 ₹1.9 L |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.31 | cum | 8,500 ₹36,626.50 | 8,130 ₹35,032.17 |
Tender Value
₹2.9 L
EMD Value
₹7,194
Closing Date
4 Mar 2026, 11:00 amClosed
AE LSGD PURAPPUZHA
O/o AE LSGD PURAPPUZHA
Retender Annual Plan-20 A/24-25 Purapuzha G P-Maanjooli road maintenance
2026_LSGD_836486_4
8/AE/2025-26
Open Tender
Civil Works - Roads
300 days
PURAPPUZHA
Please refer Tender documents.
7 documents required · 7 mandatory
₹635
Yes
₹7,194
Yes
22 Apr 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
Road Maintenance
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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.
OD436184/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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