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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NAZARUDEEN L2 | SIBIN B S L1 |
|---|---|---|---|---|---|
| 1.00ReConcreting | |||||
| 1.00 | OD38957/2026-2027:Maintenance of Causeway
Maintenance of Causeway by way of minor Surface repairs, removal of debris, as per technical
specification Clause 1909 | 85 | metre | 57 ₹4,845 | 45.25 ₹3,846.25 Lowest |
| 1.00 | OD24317/2026-2027:Patch work for reconcreting Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.17 | cum | 7,500 ₹8,775 | 6,772 ₹7,923.24 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 22.82 | cum | 7,700 ₹1,75,675.5 | 7,418 ₹1,69,241.67 Lowest |
| 2.00Scarifying and Concreting | |||||
| 2.00 | OD40153/2026-2027:Scarifying Existing Granular Surface to a Depth of 150 mm by Mechanical Means and
Recompacting the aggregate received from scarifying with static roller | 298.5 | sqm | 7 ₹2,089.5 | 6.3 ₹1,880.55 Lowest |
| 2.00 | 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) | 44.77 | cum | 7,600 ₹3,40,290 Lowest | 7,725 ₹3,45,886.88 |
| 2.00 | 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. | 5.97 | cum | 500 ₹2,985 Lowest | 524 ₹3,128.28 |
| 3.00CC DRAIN | |||||
| 3.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 33.6 | cum | 450 ₹15,120 | 357 ₹11,995.2 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
24 Jun 2026, 9:00 amClosed
AE
AE PKML
Thattathumala Sasthampoyka Parandakuzhi Road Maintenance
2026_LSGD_856185_1
TEN 01(71) AE/LSGD/PKML/26-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Pazhayakunnummel gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,182
Yes
22 Jul 2026
17 Jun 2026
26 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ReConcreting | |||||
| 1.001 | OD38957/2026-2027:Maintenance of Causeway
Maintenance of Causeway by way of minor Surface repairs, removal of debris, as per technical
specification Clause 1909 | - | metre | - | - |
| 1.002 | OD24317/2026-2027:Patch work for reconcreting Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 2Scarifying and Concreting | |||||
| 2.001 | OD40153/2026-2027:Scarifying Existing Granular Surface to a Depth of 150 mm by Mechanical Means and
Recompacting the aggregate received from scarifying with static roller | - | sqm | - | - |
| 2.002 | 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 | - | - |
| 2.003 | 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 | - | - |
| 3CC DRAIN | |||||
| 3.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | cum | - | - |
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