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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC AS PER BOARD RESOLUTION |
| 2 | L2₹3.6 L+₹17,692.56 (5.21%)Rejected-AOC | ₹3.6 L+₹17,692.56 (5.21%) | L2 | Rejected-AOC AS PER BOARD RESOLUTION |
| 3 | L3₹3.7 L+₹32,226.12 (9.50%)Rejected-AOC | ₹3.7 L+₹32,226.12 (9.50%) | L3 | Rejected-AOC AS PER BOARD RESOLUTION |
| 4 | L4₹3.8 L+₹36,016.56 (10.6%)Rejected-AOC KANNUR | KERALA | 670001 | ₹3.8 L+₹36,016.56 (10.6%) | L4 | Rejected-AOC AS PER BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | SHAMIR T L2 | NPLCCS L4 | SAFEER S K L1 | ABRAHAM P THOMAS L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | |||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 24 | cum | 60 ₹1,440 | 63.39 ₹1,521.36 | 56.7 ₹1,360.8 Lowest | 62.76 ₹1,506.24 |
| 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 | 18 | cum | 2,942.1 ₹52,957.8 | 3,093.22 ₹55,677.96 | 2,795 ₹50,310 Lowest | 3,061.98 ₹55,115.64 |
| 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) | 36 | cum | 8,405.71 ₹3,02,605.56 | 8,836.89 ₹3,18,128.04 | 7,990 ₹2,87,640 Lowest | 8,747.64 ₹3,14,915.04 |
Tender Value
₹3.8 L
EMD Value
₹9,478
Closing Date
23 May 2026, 4:00 pmClosed
ASSISTANT ENGINEE NADAPURAM GP
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION NADAPURAM GRAMA PANCHAYATH KALLACHI
GENERAL Project No 188 25 26 PULIYILANDI THAZHE GOVT HOSPITAL ROAD CONCRETE WARD 20 IN NADAPURAM GP WARD 20 IN NADAPURAM GP General Civil Work
2026_LSGD_850817_1
T12026-27/AE/LSGD/NDPM
Open Tender
Civil Works - Roads
Item Rate
365 days
NADAPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹840
Yes
₹9,478
Yes
2 Jul 2026
15 May 2026
26 May 2026
15 May 2026
23 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | 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 | 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) | - | cum | - | - |
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