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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.0 L+₹27,100.41 (4.04%)Admitted-Fee/PreQual/Technical/Finance | ₹7.0 L+₹27,100.41 (4.04%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Kuruvilla Mathew L2 | Tomy joseph L1 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 135 | sqm | 16.49 ₹2,226.15 | 15.85 ₹2,139.75 Lowest |
| 1.00 | OD32438/2026-2027: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. (3.14 Modified with increased compensation and additional conveyance)with roller | 11.76 | cum | 1,335.27 ₹15,702.78 | 1,283.42 ₹15,093.02 Lowest |
| 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. | 65.25 | cum | 2,558.59 ₹1,66,948 | 2,459.23 ₹1,60,464.76 Lowest |
| 1.00 | OD32066/2026-2027:Interlocking block pavement ,providing and laying interlocking concrete block pavements
having thickness 80mm over 50mm thick crushed stone 6.70mm sizes as per drawings and
technical specifications clause1504 | 388.8 | 1 sqm | 1,160.17 ₹4,51,074.1 | 1,115.12 ₹4,33,558.66 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) | 6.22 | cum | 9,462.33 ₹58,827.31 | 9,094.86 ₹56,542.74 Lowest |
| 1.01 | OD64384/2026-2027:Supplying and fixing name board including all cost, conveyance and all labour charges etc... | 1 | each | 3,115.75 ₹3,115.75 | 2,994.75 ₹2,994.75 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,939
Closing Date
11 Aug 2026, 5:00 pmClosed
Assistant engineer
The Assistant Engineer, LSGD Section, Champakulam Grama Panchayat
Champakulam gramapanchayath Annual plan 2026-27 Pro no 46 Pariyathitta to Milma junction pakkeri parappalli govenda padasekharam milma road renovation ward 12
2026_LSGD_863300_18
05/AE/CKM/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Chambakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,939
Yes
5 Sept 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 | - | - |
| 1.002 | OD32438/2026-2027: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. (3.14 Modified with increased compensation and additional conveyance)with roller | 1 | cum | - | - |
| 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. | - | cum | - | - |
| 1.004 | OD32066/2026-2027:Interlocking block pavement ,providing and laying interlocking concrete block pavements
having thickness 80mm over 50mm thick crushed stone 6.70mm sizes as per drawings and
technical specifications clause1504 | - | 1 sqm | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | OD64384/2026-2027:Supplying and fixing name board including all cost, conveyance and all labour charges etc... | - | each | - | - |
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