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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed wide no 15/AE/PMC/2026-27 | |
| 2 | L2₹7.5 L+₹37,954.71 (5.34%)Rejected-AOC KALAYIL VEEDU VETTITHITTA P O | L2 | Rejected-AOC L1 executed the agreement | |
| 3 | L3₹7.7 L+₹63,762.26 (8.97%)Rejected-Finance ASHAYIL CHENGARA PATHANAMTHITTA | KOTTAYAM | KERALA | 686001 | L3 | Rejected-Finance High Quoted Bid | |
| 4 | L4₹7.8 L+₹71,939.98 (10.1%)Rejected-Finance PIRAVANTHOOR | L4 | Rejected-Finance High Quoted Bid |
| Sl No | Description | Qty | Unit | MOHANAN NAIR L2 | RAJESH A BHASKAR L3 | PMS CONSTRACTION L1 | WINMARK ENDEAVOURS L4 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance of Nethaji - Koonankuzhi Road | |||||||
| 1.00 | 11.2.2:Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 <br>2. Earth filling (For marshy soil) | 25.2 | cum | 920 ₹23,184 | 565 ₹14,238 | 506 ₹12,751.2 Lowest | 559 ₹14,086.8 |
| 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 | 5.04 | cum | 2,850 ₹14,364 | 3,300 ₹16,632 | 2,803 ₹14,127.12 Lowest | 3,086 ₹15,553.44 |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 163.9 | sqm | 10 ₹1,639 Lowest | 55 ₹9,014.5 | 43 ₹7,047.7 | 47 ₹7,703.3 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 16.39 | cum | 8,350 ₹1,36,856.5 | 8,425 ₹1,38,085.75 | 7,716 ₹1,26,465.24 Lowest | 8,497 ₹1,39,265.83 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 68.62 | cum | 8,350 ₹5,73,002.05 | 8,698 ₹5,96,882.85 | 8,025 ₹5,50,699.58 Lowest | 8,837 ₹6,06,421.45 |
Tender Value
₹8.5 L
EMD Value
₹21,166
Closing Date
29 Jun 2026, 2:00 pmClosed
Assistant Executive Engineer
Punalur Municipality
Annual Plan-Project No-37/26-27-Re concreting of Nethaji - Koonankuzhi Road in Nethaji Ward of Punalur Municipality-General Civil Work
2026_LSGD_856899_5
01/2026-27/AEE/LIDEW/PMC
Open Tender
Civil Works - Roads
Item Rate
180 days
Punalur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,166
Yes
22 Jul 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
29 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of Nethaji - Koonankuzhi Road | |||||
| 1.001 | 11.2.2:Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 <br>2. Earth filling (For marshy soil) | 1 | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.2 | cum | - | - |
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