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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹22.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹22.9 L+₹56,838.68 (2.55%)Admitted-Fee/PreQual/Technical/Finance | ₹22.9 L+₹56,838.68 (2.55%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹22.9 L+₹57,753.08 (2.59%)Admitted-Fee/PreQual/Technical/Finance CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | ₹22.9 L+₹57,753.08 (2.59%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BIJU L3 | RAJEEV C L1 | WILSONTHOMAS L2 |
|---|---|---|---|---|---|---|
| 1.00PARAYULLA PARAMBIL ROAD | ||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 66.15 | cum | 15.04 ₹994.9 | 15 ₹992.25 Lowest | 15.04 ₹994.9 |
| 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 | 44.1 | cum | 3,124.47 ₹1,37,789.13 | 3,045 ₹1,34,284.5 Lowest | 3,124.47 ₹1,37,789.13 |
| 1.00 | 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) | 66.15 | cum | 8,926.16 ₹5,90,465.48 | 8,700 ₹5,75,505 Lowest | 8,926.16 ₹5,90,465.48 |
| 2.00KARUVANTHARA POOVULLA PARAMBU ROAD | ||||||
| 2.00 | OD502219/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated | 34.35 | cum | 349.78 ₹12,014.94 | 340 ₹11,679 Lowest | 349.78 ₹12,014.94 |
| 2.00 | OD443387/2025-2026:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials,labour charges etc complete | 165.16 | cum | 3,882.87 ₹6,41,314.22 | 3,785 ₹6,25,149.53 Lowest | 3,882.87 ₹6,41,314.22 |
| 2.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.65 | cum | 8,917.26 ₹41,465.26 | 8,700 ₹40,455 Lowest | 8,917.26 ₹41,465.26 |
| 2.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 27 | cum | 15.04 ₹406.08 | 15 ₹405 Lowest | 15.04 ₹406.08 |
| 2.00 | 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 | 18 | cum | 3,124.47 ₹56,240.46 | 3,045 ₹54,810 Lowest | 3,124.47 ₹56,240.46 |
Tender Value
₹22.9 L
EMD Value
₹50,000
Closing Date
10 Aug 2026, 5:00 pmClosed
Executive Engineer
LID and EW Division Kozhikkode
Road
2026_LSGD_850824_4
EE/LSGD/KKD/10/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
VELOM
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
13 Aug 2026
3 Aug 2026
12 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PARAYULLA PARAMBIL ROAD | |||||
| 1.001 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 2KARUVANTHARA POOVULLA PARAMBU ROAD | |||||
| 2.001 | OD502219/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated | - | cum | - | - |
| 2.002 | OD443387/2025-2026:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials,labour charges etc complete | 1 | cum | - | - |
| 2.003 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 2.004 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 2.005 | 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 | - | - |
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