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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-Finance 7513 SL NO 0881 AMB 23 250 | WARDHA | MAHARASHTRA | 442001 | ₹25.0 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹25.0 LSame as L1Rejected-Finance | ₹25.0 LSame as L1 | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹25.8 L+₹82,800.39 (3.31%)Rejected-Finance | ₹25.8 L+₹82,800.39 (3.31%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹27.1 L+₹2.1 L (8.56%)Rejected-Finance | ₹27.1 L+₹2.1 L (8.56%) | L4 | Rejected-Finance FOURTH LOWEST |
| Sl No | Description | Qty | Unit | SUBHASH U L3 | L.SELVAN L1 | MANIKUTTAN S L1 | SIBIN B S L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Rennovation | |||||||
| 1.00 | OD104453/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 1,080 | sqm | 30.05 ₹32,454 | 27.68 ₹29,894.4 Lowest | 27.68 ₹29,894.4 Lowest | 28.55 ₹30,834 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1,056 | sqm | 13.09 ₹13,823.04 | 12.06 ₹12,735.36 Lowest | 12.06 ₹12,735.36 Lowest | 12.44 ₹13,136.64 |
| 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. | 78.6 | cum | 2,031.31 ₹1,59,660.97 | 1,871.11 ₹1,47,069.25 Lowest | 1,871.11 ₹1,47,069.25 Lowest | 1,950 ₹1,53,270 |
| 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) | 320.4 | cum | 7,821.99 ₹25,06,165.6 | 7,205.11 ₹23,08,517.24 Lowest | 7,205.11 ₹23,08,517.24 Lowest | 7,440 ₹23,83,776 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
18 Aug 2026, 6:00 pmClosed
Leejiaraju
AEE ULLOR ZONAL OFFICE
Project No 611/2026-27-Renovation of Keezhandoor road Gandhipuram road moozhikkal kavu lane and construction of side protection wall at Thalavarambu road in Karyavattam ward
2026_LSGD_864726_7
AEE/KZTM/DB/T08/2026-27
Open Tender
Civil Works - Roads
Item Rate
karyavattam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
19 Sept 2026
7 Aug 2026
20 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Rennovation | |||||
| 1.001 | OD104453/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - |
| 1.002 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | - | - |
| 1.003 | 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. | 1 | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
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