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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.0 L+₹4,758.23 (1.61%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.2 L+₹19,752.98 (6.68%)Admitted-Fee/PreQual/Technical/Finance KAPPUR GRAMA PANCHAYATH | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.2 L+₹28,713.87 (9.71%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.3 L+₹29,520.81 (9.99%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VENUGOPALAN P L4 | MUHAMMED ABDURAHIMAN P V L3 | SAJEEV L1 | VISHNU K L6 | MUHAMMED SHAFI P.A. L2 | Sasidharan.k L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.03 | Hectare | 36,165 ₹904.13 | 35,162.95 ₹879.07 | 32,963 ₹824.08 Lowest | 39,038.55 ₹975.96 | 33,491.21 ₹837.28 | 47,000 ₹1,175 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 1.56 | cum | 51.33 ₹80.23 | 49.91 ₹78.01 | 46.78 ₹73.12 Lowest | 55.41 ₹86.61 | 47.53 ₹74.29 | 60 ₹93.78 |
| 1.00 | OD108912/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material spreading
in uniform
layers manually mixing by mix in place method and compacting with rammers to achieve the
desired density
complete as per Clause 401.4 as per Technical Specification Clause 408 | 26.32 | cum | 1,798.4 ₹47,333.89 | 1,748.53 ₹46,021.31 | 1,639 ₹43,138.48 Lowest | 1,941.25 ₹51,093.7 | 1,665.4 ₹43,833.33 | 2,000 ₹52,640 |
| 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) | 37.12 | cum | 7,344 ₹2,72,594.59 | 7,141.25 ₹2,65,068.92 | 6,694 ₹2,48,467.89 Lowest | 7,928.35 ₹2,94,284.5 | 6,801.73 ₹2,52,466.61 | 7,200 ₹2,67,249.6 |
| 1.00 | OD108914/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | 3,438.6 ₹3,438.6 | 3,343.24 ₹3,343.24 | 3,134 ₹3,134 Lowest | 3,711.73 ₹3,711.73 | 3,184.29 ₹3,184.29 | 4,000 ₹4,000 |
Tender Value
₹4.2 L
EMD Value
₹10,559
Closing Date
29 Jul 2026, 5:00 pmClosed
Assistant Engineer
LID AND EW SUB DIVISION, THRTHALA BLOCK PANCHAYATH, KOOTTANAD
public works
2026_LSGD_861541_1
ET-01/AEE/TLABP/2026-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Thrithala Block Panchayath, Koottanad
please see the tender documents
7 documents required · 7 mandatory
₹935
Yes
₹10,559
Yes
31 Jul 2026
21 Jul 2026
31 Jul 2026
21 Jul 2026
29 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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 | - | - |
| 1.003 | OD108912/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material spreading
in uniform
layers manually mixing by mix in place method and compacting with rammers to achieve the
desired density
complete as per Clause 401.4 as per Technical Specification Clause 408 | - | 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 | OD108914/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | - | each | - | - |
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