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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance PARAVAN VILA VEEDU MELAMMAKAM MARIYAPURAM | L1 | Accepted-Finance Lowest amount quoted | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | AJEESH KUMAR AR L1 | MANOHARAN.K L2 | Akshay S Babu L3 | Babu M L4 | CHRISTHUDAS P L4 |
|---|---|---|---|---|---|---|---|---|
| 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. | 250.46 | sqm | 15.21 ₹3,809.5 Lowest | 15.53 ₹3,889.64 | 15.73 ₹3,939.74 | 16.36 ₹4,097.53 | 16.36 ₹4,097.53 |
| 1.00 | OD89088/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers on prepared surface, mixing by mix in place method at OMC, and compacting withsmooth wheel roller to achieve the desired density, complete as per Technical SpecificationClause 401. (i) For Grading I Material (Derived from MORD 4.1.A.1, Tractor Mount Grader
and Tractor with Rotevator excluded) | 25.05 | cum | 3,044.68 ₹76,257.06 Lowest | 3,106.87 ₹77,814.67 | 3,149.1 ₹78,872.36 | 3,273.84 ₹81,996.6 | 3,273.84 ₹81,996.6 |
| 1.00 | OD63305/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 Hydraulic blocks approved size, design and shape, laid in requird pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness. etc all complete as per the direction of Engineer in charge. | 250.46 | per sqm | 1,120.02 ₹2,80,520.21 Lowest | 1,142.9 ₹2,86,250.73 | 1,158.43 ₹2,90,140.38 | 1,204.32 ₹3,01,633.99 | 1,204.32 ₹3,01,633.99 |
| 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) | 3.44 | cum | 8,733.52 ₹30,060.78 Lowest | 8,911.95 ₹30,674.93 | 9,033.08 ₹31,091.86 | 9,390.88 ₹32,323.41 | 9,390.88 ₹32,323.41 |
Tender Value
₹4.2 L
EMD Value
₹10,501
Closing Date
10 Aug 2026, 5:30 pmClosed
Chenkal G P
AE Office Chenkal G P
Pro 57 Mariyapuram Chemmamvila Venchakavu Road Renovation ward 15
2026_LSGD_863347_1
02/2026-27/AE/LIDEW/CHL
Open Tender
Civil Works - Roads
Item Rate
Chenkal G P
Please refer Tender documents.
8 documents required · 8 mandatory
₹930
Yes
₹10,501
Yes
9 Oct 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 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 | OD89088/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers on prepared surface, mixing by mix in place method at OMC, and compacting withsmooth wheel roller to achieve the desired density, complete as per Technical SpecificationClause 401. (i) For Grading I Material (Derived from MORD 4.1.A.1, Tractor Mount Grader
and Tractor with Rotevator excluded) | 1 | cum | - | - |
| 1.003 | OD63305/2026-2027:Providing and laying of interlocking concrete block pavements using 80 mm M40 Hydraulic blocks approved size, design and shape, laid in requird pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness. etc all complete as per the direction of Engineer in charge. | - | per sqm | - | - |
| 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 | - | - |
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