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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 LAccepted-AOC KOVANGAL HOUSE MAKKARAMBU P O MALAPPURAM 675607 | MAKKARAMBU | MALAPPURAM | KERALA | 675607 | 1 | Accepted-AOC 1 | |
| 2 | 2₹2.2 L+₹2,917.68 (1.35%)Rejected-AOC | 2 | Rejected-AOC 2 | |
| 3 | 3₹2.2 L+₹3,045.40 (1.41%)Rejected-AOC | 3 | Rejected-AOC 3 | |
| 4 | 4₹2.2 L+₹4,264.13 (1.97%)Rejected-AOC | 4 | Rejected-AOC 4 |
| Sl No | Description | Qty | Unit | C H MOHAMMED THASNEEM L4 | Fazil Ahammed P L3 | mohammedali T L2 | THAREEQ BABU L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 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. | 135 | sqm | 12.79 ₹1,726.65 | 12.72 ₹1,717.2 | 12.71 ₹1,715.85 | 12.54 ₹1,692.9 Lowest |
| 1.00 | OD12583/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 17.7 | cum | 821.33 ₹14,537.54 | 816.8 ₹14,457.36 | 816.33 ₹14,449.04 | 805.47 ₹14,256.82 Lowest |
| 1.00 | OD21644/2026-2027:MODIFOED FROM 4.1.A.1Granular 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 plate roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 12.49 | cum | 2,639.76 ₹32,965.32 | 2,625.19 ₹32,783.37 | 2,623.67 ₹32,764.39 | 2,588.77 ₹32,328.56 Lowest |
| 1.00 | OD32450/2026-2027: Interlocking concrete block Pavement. Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and Technical specifications clause 1504 | 144 | sqm | 1,055.42 ₹1,51,980.48 | 1,049.59 ₹1,51,140.96 | 1,048.98 ₹1,51,053.12 | 1,035.03 ₹1,49,044.32 Lowest |
| 1.00 | OD12381/2026-2027: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 perspecification ( without shuttering)
(i) Nominal mix (1:2:4) | 2.65 | cum | 7,346.87 ₹19,505.94 | 7,306.33 ₹19,398.31 | 7,302.1 ₹19,387.08 | 7,204.97 ₹19,129.2 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,344
Closing Date
1 Jun 2026, 5:00 pmClosed
ASSISTANT ENGINEER
OFFICE ASSISTANT ENGINEER MAKKARAPPARAMBA GP
Annual Plan-KILAYIL ROAD RENOVATION-83/27-WARD 13- MAKKARAPARAMBA GP-2026/27-General Civil Work
2026_LSGD_852374_3
AE/LIDEW/MKPB/TN/01/2026-2027
Open Tender
Civil Works - Roads
Item Rate
240 days
MAKKARAPPARAMBA
Please refer Tender documents.
12 documents required · 12 mandatory
₹560
Yes
₹6,344
Yes
29 Jun 2026
25 May 2026
3 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 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 | OD12583/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 1 | cum | - | - |
| 1.003 | OD21644/2026-2027:MODIFOED FROM 4.1.A.1Granular 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 plate roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.004 | OD32450/2026-2027: Interlocking concrete block Pavement. Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and Technical specifications clause 1504 | - | sqm | - | - |
| 1.005 | OD12381/2026-2027: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 perspecification ( without shuttering)
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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