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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.2 L+₹2,448.62 (0.47%)Admitted-Fee/PreQual/Technical/Finance | ₹5.2 L+₹2,448.62 (0.47%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.3 L+₹16,063.14 (3.11%)Admitted-Fee/PreQual/Technical/Finance | ₹5.3 L+₹16,063.14 (3.11%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.4 L+₹20,974.14 (4.06%)Admitted-Fee/PreQual/Technical/Finance | ₹5.4 L+₹20,974.14 (4.06%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹5.6 L+₹44,240.84 (8.56%)Admitted-Fee/PreQual/Technical/Finance | ₹5.6 L+₹44,240.84 (8.56%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C P ABOOBACKER L2 | P S MANOJ KUMAR L3 | RAGESH K M L5 | Muhammed kunju MA L1 | KA SALAHUDHEEN L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00tile work | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 393 | sqm | 14.04 ₹5,517.72 | 14.41 ₹5,663.13 | 15 ₹5,895 | 14 ₹5,502 Lowest | 14.54 ₹5,714.22 |
| 1.00 | 4.1.A.1: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 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. (i) For Grading I Material | 39.45 | cum | 2,927.32 ₹1,15,482.77 | 3,004.09 ₹1,18,511.35 | 3,164 ₹1,24,819.8 | 2,800 ₹1,10,460 Lowest | 3,031.8 ₹1,19,604.51 |
| 1.00 | OD54235/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required 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 | 355.05 | sqm | 1,042.06 ₹3,69,983.4 Lowest | 1,069.39 ₹3,79,686.92 | 1,126 ₹3,99,786.3 | 1,045 ₹3,71,027.25 | 1,079.25 ₹3,83,187.71 |
| 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) | 3.49 | cum | 8,056.76 ₹28,101.98 Lowest | 8,268.06 ₹28,838.99 | 8,709 ₹30,376.99 | 8,500 ₹29,648 | 8,344.31 ₹29,104.95 |
Tender Value
₹5.9 L
EMD Value
₹14,797
Closing Date
16 Sept 2026, 9:00 amClosed
Assistant Engineer,Karumalloor GP
Assistant Engineer,Karumalloor GP
arakkapady aattipuzhakav road renovation ward 10
2026_LSGD_868231_1
15/AE/KMLR/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Karumalloor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,797
Yes
17 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1tile work | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 393 | sqm | - | - |
| 1.002 | 4.1.A.1: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 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. (i) For Grading I Material | 39.45 | cum | - | - |
| 1.003 | OD54235/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required 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 | 355.05 | 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) | 3.49 | cum | - | - |
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