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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Fee/PreQual/Technical/Finance KUPPOL PERINGOME PO 670353 | PERINGOME | KANNUR | KERALA | 670353 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.3 L+₹56,326.81 (11.8%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.9 L+₹1.1 L (23.0%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHANAN P L1 | P M UNNIKRISHNAN L2 | E P PRABHAKARAN L3 |
|---|---|---|---|---|---|---|
| 1.00Concrete road | ||||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 7.85 | cum | 250 ₹1,962.5 Lowest | 424.2 ₹3,329.97 | 466.62 ₹3,662.97 |
| 1.00 | 4.11.2: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 with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 33.6 | cum | 2,080 ₹69,888 Lowest | 2,319.8 ₹77,945.28 | 2,551.78 ₹85,739.81 |
| 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) | 50.4 | cum | 8,000 ₹4,03,200 Lowest | 8,926.16 ₹4,49,878.46 | 9,818.78 ₹4,94,866.51 |
| 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. | 4.48 | cum | 560 ₹2,508.8 Lowest | 609.91 ₹2,732.4 | 670.9 ₹3,005.63 |
Tender Value
₹5.3 L
EMD Value
₹13,347
Closing Date
22 Sept 2026, 5:00 pmClosed
Asst Engineer
Office of Asst Engineer
KPGP287/26-27 Paravoor Rajagiri Karakund road maintenance
2026_LSGD_869127_22
AE/LIDEW/KDNPLY262701
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadannappally GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,180
Yes
₹13,347
Yes
25 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concrete road | |||||
| 1.001 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 7.85 | cum | - | - |
| 1.002 | 4.11.2: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 with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 33.6 | cum | - | - |
| 1.003 | 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) | 50.4 | cum | - | - |
| 1.004 | 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. | 4.48 | cum | - | - |
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