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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.1 LAccepted-AOC | ₹8.1 L | 1 | Accepted-AOC Agreement excecuted |
| 2 | 2₹8.5 LRejected-AOC | ₹8.5 L | 2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Adarsh C L1 | M PADMANABHAN L2 |
|---|---|---|---|---|---|
| 1.00Interlocking | |||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 11.4 | cum | 407.23 ₹4,642.42 | 424.2 ₹4,835.88 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 23.1 | cum | 48.97 ₹1,131.40 | 51.02 ₹1,178.77 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 18 | cum | 50.92 ₹916.56 | 53.05 ₹954.90 |
| 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. (ii) Using Gravel mix soil. | 42.37 | cum | 2,227 ₹94,349.08 | 2,319.8 ₹98,280.65 |
| 1.00 | OD312915/2025-2026:Interlocking concrete block pavements Providing and laying of interlocking block pavement having thickness 80 mmas per drawing and technical Specification clause 1504 | 564.88 | sqm | 971.17 ₹5.5 L | 1,011.64 ₹5.7 L |
| 1.01 | OD399678/2025-2026: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
course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as
per specification
(i) Nominal mix (1:2:4) | 14.39 | cum | 8,231.3 ₹1.2 L | 8,574.28 ₹1.2 L |
| 1.01 | OD418673/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 & lt;br&gt; I. P.C.C grade M 10 &lt;br&gt; (i) Nominal mix 1:3:6 | 0.31 | cum | 7,755.12 ₹2,419.60 | 8,078.25 ₹2,520.41 |
| 1.01 | OD418626/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 foundation and basement up to plinth level including all cost of materials, labour charges etc. | 4.12 | cum | 6,332.76 ₹26,078.31 | 6,596.63 ₹27,164.92 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1.08 | cum | 8,858.78 ₹9,549.76 | 9,227.9 ₹9,947.68 |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
30 Jan 2026, 2:00 pmClosed
Assistant engineer
LID and EW THALIPARAMBA MUNICIPALITY
PRO 417 RENOVATION OF KUTTIMAVU KOTTAKUNNU ROAD NAVEEKARANAM
2026_LSGD_829028_51
E1/TPBA/8/25-26
Open Tender
Civil Works - Roads
THALIPARAMBA MUNICIPALITY
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,173
Yes
21 Mar 2026
20 Jan 2026
31 Jan 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
Interlocking
2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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. (ii) Using Gravel mix soil.
OD312915/2025-2026:Interlocking concrete block pavements Providing and laying of interlocking block pavement having thickness 80 mmas per drawing and technical Specification clause 1504
OD399678/2025-2026: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 course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD418673/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 & lt;br&gt; I. P.C.C grade M 10 &lt;br&gt; (i) Nominal mix 1:3:6
OD418626/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 foundation and basement up to plinth level including all cost of materials, labour charges etc.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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