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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 LRejected-Finance | ₹1.9 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Nellikkaparamba Labour Contract Co-operative Society Ltd No D 3188 L3 | KUNHIMOIDEEN A P L1 | ABDUL GAFOOR K L2 |
|---|---|---|---|---|---|---|
| 1.00CHC Moolayil road | ||||||
| 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. | 9.6 | cum | 52.9 ₹507.84 | 47.9 ₹459.84 | 50.8 ₹487.68 |
| 1.00 | OD256214/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting.....Using Gravel mix soil. | 9.6 | cum | 1,798.3 ₹17,263.68 | 1,628.4 ₹15,632.64 | 1,726.1 ₹16,570.56 |
| 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) | 14.4 | cum | 7,067.6 ₹1.0 L | 6,400 ₹92,160 | 6,783.9 ₹97,688.16 |
| 2.00Chettur Nechikatt Chalikulam Road | ||||||
| 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. | 6.25 | cum | 52.9 ₹330.63 | 47.9 ₹299.38 | 50.8 ₹317.50 |
| 2.00 | OD256229/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting.....Using Gravel mix soil. | 6.25 | cum | 1,798.3 ₹11,239.38 | 1,628.4 ₹10,177.50 | 1,726.1 ₹10,788.13 |
| 2.00 | 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) | 9.38 | cum | 7,067.6 ₹66,258.75 | 6,400 ₹60,000 | 6,783.9 ₹63,599.06 |
Tender Value
₹2.5 L
EMD Value
₹6,133
Closing Date
21 Jan 2026, 5:00 pmClosed
Assistant Engineer LID EW Section Kodiyathoor GP
Assistant Engineer LID EW Section Kodiyathoor GP
Annual Plan-KODIYATHUR GP project no149/26-CHC moolayil road and Chettur Nechikatt Chalikulam Road -General Civil Work
2026_LSGD_827343_1
AE LID-EW TENDER -01-2025-26
Open Tender
Civil Works - Roads
Assistant Engineer LID EW Section Kodiyathoor GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹6,133
Yes
31 Mar 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
CHC Moolayil road
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.
OD256214/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting.....Using Gravel mix soil.
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)
Chettur Nechikatt Chalikulam Road
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.
OD256229/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting.....Using Gravel mix soil.
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)
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