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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.6 LAccepted-AOC PRAVEEN VILLA VEEDU VALAVANNUR P O MALAPPURAM 676555 | 676555 | ₹9.6 L | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/041/26-27 |
| 2 | 2₹10.1 L+₹50,806 (5.29%)Rejected-Finance | ₹10.1 L+₹50,806 (5.29%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | P.P. NOUFAL L2 | ALI C L1 | N.K. NOUSHAD L3 |
|---|---|---|---|---|---|---|
| 1.00Road improvements | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 517.5 | sqm | 11.71 ₹6,059.93 | 11.12 ₹5,754.6 Lowest | 16.91 ₹8,750.93 |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 738 | cum | 11.8 ₹8,708.4 | 11 ₹8,118 Lowest | 17.03 ₹12,568.14 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 221.4 | cum | 478.75 ₹1,05,995.25 | 454 ₹1,00,515.6 Lowest | 691.06 ₹1,53,000.68 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 73.8 | cum | 2,451.48 ₹1,80,919.22 | 2,329 ₹1,71,880.2 Lowest | 3,538.6 ₹2,61,148.68 |
| 1.00 | OD24191/2026-2027: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 per specification
(i) Nominal mix (1:2:4) (WITHOUT FORM WORK) | 105.17 | cum | 6,729.42 ₹7,07,699.45 | 6,394 ₹6,72,425.01 Lowest | 9,713.61 ₹10,21,531.8 |
| 1.01 | OD24229/2026-2027:Providing and fixing granite of any colour and shade for name board,of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand) ,including all charges etc complete at all, levels, including lettering and fixing | 1 | each | 2,329.32 ₹2,329.32 | 2,213 ₹2,213 Lowest | 3,362.16 ₹3,362.16 |
Tender Value
₹12.7 L
EMD Value
₹31,747
Closing Date
22 Jun 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2026-27), Project No 239-27 -Improvements for Thiruthi south pallar thekkan kuthur road at Thirunavaya-General Civil Work
2026_LSGD_855789_2
DB1/TN/AEE/03/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹31,747
Yes
29 Aug 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road improvements | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 1.003 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | - | cum | - | - |
| 1.004 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.005 | OD24191/2026-2027: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 per specification
(i) Nominal mix (1:2:4) (WITHOUT FORM WORK) | - | cum | - | - |
| 1.006 | OD24229/2026-2027:Providing and fixing granite of any colour and shade for name board,of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand) ,including all charges etc complete at all, levels, including lettering and fixing | - | each | - | - |
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