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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC L1 MAY BE APPROVED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SYAMKUMAR L2 | SAJU THOMAS L1 | P J JOSEPH L5 | RAJESH P H L4 | JANCY ABRAHAM L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 11.25 | cum | 815.62 ₹9,175.73 | 753.46 ₹8,476.43 Lowest | 913.57 ₹10,277.66 | 848.58 ₹9,546.53 | 848.5 ₹9,545.63 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 27.5 | cum | 5,930.17 ₹1,63,079.68 | 5,478.21 ₹1,50,650.78 Lowest | 6,642.33 ₹1,82,664.08 | 6,169.84 ₹1,69,670.6 | 6,169.8 ₹1,69,669.5 |
| 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) | 1.25 | cum | 8,273.95 ₹10,342.44 | 7,643.36 ₹9,554.2 Lowest | 9,267.58 ₹11,584.48 | 8,608.34 ₹10,760.43 | 8,608.3 ₹10,760.38 |
| 1.00 | OD60672/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m transporting to site spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 m as per technical specification(Without power roller) | 116 | cum | 1,113.74 ₹1,29,193.84 | 1,028.85 ₹1,19,346.6 Lowest | 1,247.48 ₹1,44,707.68 | 1,158.74 ₹1,34,413.84 | 1,158.7 ₹1,34,409.2 |
| 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. | 25.5 | cum | 2,151.2 ₹54,855.6 | 1,987.25 ₹50,674.88 Lowest | 2,409.54 ₹61,443.27 | 2,238.14 ₹57,072.57 | 2,238 ₹57,069 |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
22 Jul 2026, 11:00 amClosed
AE
O/O AE Neelamperoor
Maintenance of road pallipattu to vadakethode road-ward 4-pro no45/27- General Civil Work
2026_LSGD_859572_6
01/26-27/ETEND/AE/LIDEW/NPR
Open Tender
Civil Works - Others
Item Rate
WORK
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,584
neelamperoor
11 Sept 2026
14 Jul 2026
25 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD60672/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m transporting to site spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 m as per technical specification(Without power roller) | - | cum | - | - |
| 1.005 | 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. | - | cum | - | - |
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