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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-Finance NEDUMKANDAM GP | PATHANAMTHITTA | KERALA | 689694 | L1 | Accepted-Finance L1 | |
| 2 | L2₹6.6 L+₹21,919.37 (3.42%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹6.7 L+₹27,755.74 (4.33%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.8 L+₹42,331.21 (6.61%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹6.9 L+₹46,259.92 (7.22%)Rejected-Finance CHAVARANAL HOUSE UPPUKANDAM PO IDUKKI 685514 | IDUKKI | KERALA | 685514 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Tomy Thomas L2 | Joseph Varkey L5 | BENNY JOHN L1 | THOMAS K JOSEPH L4 | Thankachan Mathew L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Irish Concrete | ||||||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 68.4 | cum | 178.17 ₹12,186.83 | 174 ₹11,901.6 Lowest | 176 ₹12,038.4 | 205 ₹14,022 | 205 ₹14,022 |
| 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. | 69.9 | sqm | 13.91 ₹972.31 | 13 ₹908.7 Lowest | 13.4 ₹936.66 | 16 ₹1,118.4 | 16 ₹1,118.4 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 6.99 | cum | 2,900.61 ₹20,275.26 | 3,100 ₹21,669 | 2,803 ₹19,592.97 Lowest | 3,950 ₹27,610.5 | 3,337 ₹23,325.63 |
| 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) | 68.4 | cum | 7,983.26 ₹5,46,054.98 | 8,150 ₹5,57,460 | 7,716 ₹5,27,774.4 Lowest | 8,008 ₹5,47,747.2 | 7,840 ₹5,36,256 |
| 1.00 | OD23419/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic
blocks of approved size, design & shape, laid in required pattern over and including a
compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc. all complete as per
the direction of Engineer-in-charge. | 66.7 | sqm | 1,187.49 ₹79,205.58 | 1,366.51 ₹91,146.22 | 1,147.8 ₹76,558.26 Lowest | 1,320 ₹88,044 | 1,338 ₹89,244.6 |
| 1.01 | 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) | 0.45 | cum | 8,310.89 ₹3,748.21 | 8,200 ₹3,698.2 | 8,033.5 ₹3,623.11 Lowest | 9,563 ₹4,312.91 | 9,563 ₹4,312.91 |
Tender Value
₹7.6 L
EMD Value
₹19,058
Closing Date
30 May 2026, 2:00 pmClosed
AE LIDEW Section Kattappana
O/O AE LIDEW Section Kattappana
Annual Plan-116/27VAZHAVARA NIRMALACITY ROAD- RETARRING IRISH WARD 1-General Civil Work
2026_LSGD_852426_13
02/2026/AE/LIDEW/KTPMCP/I PHASE
Open Tender
Civil Works - Roads
Item Rate
180 days
Kattappana
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,058
Yes
20 Jun 2026
23 May 2026
30 May 2026
23 May 2026
30 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Irish Concrete | |||||
| 1.001 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD23419/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic
blocks of approved size, design & shape, laid in required pattern over and including a
compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc. all complete as per
the direction of Engineer-in-charge. | - | sqm | - | - |
| 1.006 | 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) | - | cum | - | - |
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