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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-Finance | ₹14.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹15.0 L+₹20,673 (1.39%)Rejected-Finance | ₹15.0 L+₹20,673 (1.39%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical MADAVOOR PO KOZHIKODE KERALA KL | KOZHIKODE | KERALA | 673585 | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical CHITTATTUVADAKKEL THIRUVAMBADY | THIRUVAMBADY | KERALA | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | v c jose L6 | SARATH SEBASTIAN L5 | Puthukkoth Hamza L1 | SHIJIL MU L2 | Bimal EN L7 | ABDUL AZEEZ N K L3 | SUNEERA L8 | SUGATHAN K L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||||||||
| 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. | 135.6 | cum | 325 ₹44,070 | 45 ₹6,102 Lowest | 50 ₹6,780 | 50 ₹6,780 | 80.34 ₹10,894.1 | 50 ₹6,780 | 66 ₹8,949.6 | 71 ₹9,627.6 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 93.6 | cum | 100 ₹9,360 Lowest | 589 ₹55,130.4 | 450 ₹42,120 | 500 ₹46,800 | 519 ₹48,578.4 | 500 ₹46,800 | 600 ₹56,160 | 568 ₹53,164.8 |
| 1.00 | OD361877/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (OD FROM DAR ) | 21.15 | cum | 1,300 ₹27,495 | 927 ₹19,606.05 | 880 ₹18,612 | 700 ₹14,805 Lowest | 1,190 ₹25,168.5 | 900 ₹19,035 | 947 ₹20,029.05 | 900 ₹19,035 |
| 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 | 99 | cum | 3,070 ₹3,03,930 | 3,030 ₹2,99,970 | 2,600 ₹2,57,400 | 2,500 ₹2,47,500 Lowest | 3,100 ₹3,06,900 | 2,900 ₹2,87,100 | 3,070 ₹3,03,930 | 2,915 ₹2,88,585 |
| 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) | 148.5 | cum | 8,700 ₹12,91,950 | 8,600 ₹12,77,100 | 7,800 ₹11,58,300 Lowest | 8,000 ₹11,88,000 | 8,700 ₹12,91,950 | 8,000 ₹11,88,000 | 8,784 ₹13,04,424 | 8,314 ₹12,34,629 |
Tender Value
₹16.9 L
EMD Value
₹42,356
Closing Date
5 Aug 2026, 5:00 pmClosed
Executive Engineer
LID and EW Division Kozhikkode
Road
2026_LSGD_840491_3
EE/LSGD/KKD/343/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kodenchery
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,356
Yes
7 Aug 2026
29 Jul 2026
7 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 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. | 1 | cum | - | - |
| 1.002 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
| 1.003 | OD361877/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (OD FROM DAR ) | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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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