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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.6 L+₹7,221 (2.87%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical 3 178 KERALA INDIA | PALAKKAD | KERALA | 678001 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SHINIL L2 | MUHAMMED ASHIQUE P L1 | Rasheed L4 | LATHEEF A P L3 |
|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF MUTHODU MUDHIRA POYIL KT THOMAS ROAD | |||||||
| 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. | 10.5 | cum | 50 ₹525 Lowest | 60 ₹630 | 52.62 ₹552.51 | 51 ₹535.5 |
| 1.00 | OD169975/2025-2026: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. | 8.44 | cum | 1,708.7 ₹14,418.01 | 1,700 ₹14,344.6 Lowest | 3,039.62 ₹25,648.31 | 1,731.9 ₹14,613.77 |
| 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) | 16.88 | cum | 6,715.4 ₹1,13,322.38 | 6,500 ₹1,09,687.5 Lowest | 7,026.71 ₹1,18,575.73 | 6,806.7 ₹1,14,863.06 |
| 2.00KARIKKAD MANNAMKUNNIL ROAD | |||||||
| 2.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 6.15 | cum | 465.3 ₹2,861.6 | 480 ₹2,952 | 402.37 ₹2,474.58 Lowest | 471.6 ₹2,900.34 |
| 2.00 | OD169991/2025-2026: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. | 8.44 | cum | 1,708.7 ₹14,418.01 | 1,700 ₹14,344.6 Lowest | 3,039.62 ₹25,648.31 | 1,731.9 ₹14,613.77 |
| 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) | 16.88 | cum | 6,715.4 ₹1,13,322.38 | 6,500 ₹1,09,687.5 | 5,807.19 ₹97,996.33 Lowest | 6,806.7 ₹1,14,863.06 |
Tender Value
₹3.4 L
EMD Value
₹8,466
Closing Date
25 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer LID EW Section Kodiyathoor GP
Assistant Engineer LID EW Section Kodiyathoor GP
Annual Plan-KODIYATHUR GP 328/26- C O N S T R U C T I O N O F M U T H O D U MUDHIRA POYIL KT THOMAS ROADKARIKKAD MANNAMKUNNIL ROADGeneral Civil Work
2025_LSGD_798605_4
AE LID-EW TENDER -9-2025-26
Open Tender
Civil Works - Roads
Item Rate
Assistant Engineer LID EW Section Kodiyathoor GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,466
Yes
26 Dec 2025
17 Sept 2025
27 Sept 2025
17 Sept 2025
25 Sept 2025
17 Sept 2025
Amount
CONSTRUCTION OF MUTHODU MUDHIRA POYIL KT THOMAS ROAD
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.
OD169975/2025-2026: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)
KARIKKAD MANNAMKUNNIL ROAD
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD169991/2025-2026: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)
SHINIL (BID ID -2357517)
LATHEEF A P (BID ID -2355979)
Rasheed (BID ID -2347278)
Bidder Name
SHINIL
Rasheed
MUHAMMED ASHIQUE P
LATHEEF A P
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