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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC CALICUT ROAD KAKKATTIL CALICUT | KOZHIKODE | KERALA | 612906 | ₹4.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.8 L+₹30,967 (6.94%)Rejected-Finance | ₹4.8 L+₹30,967 (6.94%) | L2 | Rejected-Finance HQ |
| 3 | L3₹5.1 L+₹61,425.09 (13.8%)Rejected-Finance | ₹5.1 L+₹61,425.09 (13.8%) | L3 | Rejected-Finance HQ |
| 4 | L4₹5.9 L+₹1.4 L (31.4%)Rejected-Finance | ₹5.9 L+₹1.4 L (31.4%) | L4 | Rejected-Finance HQ |
| Sl No | Description | Qty | Unit | SABIN CONTRACTOR L3 | KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD L1 | DON BRIDGE L2 | B J High Tech Labour Contract and Construction Co-Operative Society Ltd L4 |
|---|---|---|---|---|---|---|---|
| 1.00road concrete | |||||||
| 1.00 | OD471388/2025-2026: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 | 321 | per sqm | 34.3 ₹11,010.3 | 33.31 ₹10,692.51 | 25 ₹8,025 Lowest | 75 ₹24,075 |
| 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. | 25.65 | cum | 2,319.8 ₹59,502.87 | 2,044.49 ₹52,441.17 | 1,695 ₹43,476.75 Lowest | 2,800 ₹71,820 |
| 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) | 48.15 | cum | 8,926.16 ₹4,29,794.6 | 7,846.09 ₹3,77,789.23 Lowest | 8,634.41 ₹4,15,746.84 | 10,000 ₹4,81,500 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 6.42 | cum | 609.91 ₹3,915.62 | 406.65 ₹2,610.69 Lowest | 1,156.88 ₹7,427.17 | 600 ₹3,852 |
| 1.00 | OD462977/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300 mm x 300 mm x 500 mm , 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | 1 | each | 3,410.46 ₹3,410.46 | 2,674.99 ₹2,674.99 | 2,500 ₹2,500 Lowest | 5,000 ₹5,000 |
Tender Value
₹5.1 L
EMD Value
₹12,691
Closing Date
28 Feb 2026, 5:00 pmClosed
ASSISTANT ENGINEER
LIDEW SULTHAN BATHERY MUNICIPALITY
AAnnual Plan-747-2025-26-SULTHAN BATHERY MUNICIPALITY DIVISION 2- H M C PARAYIL VATTANCHIRA ROAD AND MATTATHIL BABY ROAD CONCRETE COMPLETION
2026_LSGD_837808_14
E1-e-TENDER/2025-26 (5)
Open Tender
Civil Works - Roads
Item Rate
180 days
Sulthan bathery Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,120
Yes
₹12,691
Yes
2 Jul 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road concrete | |||||
| 1.001 | OD471388/2025-2026: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 | - | per sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
| 1.005 | OD462977/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300 mm x 300 mm x 500 mm , 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | - | each | - | - |
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