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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.8 LAccepted-Finance P P BEERAN VELLIYOLI THEKKEPAKKAL HOUSE MELMURI P O | MELMURI | MALAPPURAM | KERALA | L1 | Accepted-Finance L1 | |
| 2 | L2₹23.1 L+₹29,630.64 (1.30%)Rejected-Finance COMPLETION WORK AND ELECTRIFICATION OF TAKE A BRAKE COMFORT STATION ELECTRIFICATION GENERAL ELECTRICAL WORK | L2 | Rejected-Finance L2 | |
| 3 | L3₹23.5 L+₹65,572.27 (2.87%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | RAFEEKH KP L2 | PRAMOD V L3 | beeranpp L1 |
|---|---|---|---|---|---|---|
| 1.001 . Govt. UP School mukkolakkal road Kunnummal | ||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 95.4 | cum | 14.66 ₹1,398.56 | 15.04 ₹1,434.82 | 14.48 ₹1,381.39 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 27 | cum | 64.32 ₹1,736.64 | 65.97 ₹1,781.19 | 63.5 ₹1,714.5 Lowest |
| 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 | 63.6 | cum | 3,046.36 ₹1,93,748.5 | 3,000 ₹1,90,800 Lowest | 3,007.3 ₹1,91,264.28 |
| 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) | 95.4 | cum | 8,703.01 ₹8,30,267.15 | 8,900 ₹8,49,060 | 8,591.43 ₹8,19,622.42 Lowest |
| 1.00 | OD439729/2025-2026:Providing and fixing metal name board of size 120x60 cm size with 15 mm dia and
2mm thick GI pipe,0.80mm thick MS sheet 35x35x5 mm angle for post etc,errected in concrete
of cc 1:2:4. | 1 | each | 3,726.77 ₹3,726.77 | 3,822.09 ₹3,822.09 | 3,678.76 ₹3,678.76 Lowest |
| 2.002.Thuvarayulla parambath SP Colony road kunnumma | ||||||
| 2.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 58.41 | cum | 14.66 ₹856.29 | 15.04 ₹878.49 | 14.48 ₹845.78 Lowest |
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 27 | cum | 64.32 ₹1,736.64 | 65.97 ₹1,781.19 | 63.5 ₹1,714.5 Lowest |
| 2.00 | 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 | 38.94 | cum | 3,046.36 ₹1,18,625.26 | 3,000 ₹1,16,820 Lowest | 3,007.3 ₹1,17,104.26 |
Tender Value
₹23.7 L
EMD Value
₹50,000
Closing Date
22 Jul 2026, 5:00 pmClosed
Executive Engineer
LID and EW Division Kozhikkode
Road
2026_LSGD_857100_2
EE/LSGD/KKD/54/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kunnummal
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
31 Jul 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
22 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11 . Govt. UP School mukkolakkal road Kunnummal | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD439729/2025-2026:Providing and fixing metal name board of size 120x60 cm size with 15 mm dia and
2mm thick GI pipe,0.80mm thick MS sheet 35x35x5 mm angle for post etc,errected in concrete
of cc 1:2:4. | - | each | - | - |
| 22.Thuvarayulla parambath SP Colony road kunnumma | |||||
| 2.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 1 | cum | - | - |
| 2.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 2.003 | 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 | 1 | cum | - | - |
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