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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance | ₹3.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.0 L+₹62,480.92 (18.7%)Accepted-Finance | ₹4.0 L+₹62,480.92 (18.7%) | L2 | Accepted-Finance L2 |
| 3 | L3₹4.0 L+₹63,406.99 (19.0%)Rejected-Finance | ₹4.0 L+₹63,406.99 (19.0%) | L3 | Rejected-Finance L3 |
| 4 | L4₹4.0 L+₹64,635.69 (19.4%)Rejected-Finance | ₹4.0 L+₹64,635.69 (19.4%) | L4 | Rejected-Finance L4 |
| 5 | L5₹4.0 L+₹65,399.18 (19.6%)Rejected-Finance | ₹4.0 L+₹65,399.18 (19.6%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | PARAMESWARAN T L3 | MOHAMMED ANAS ELLIKKAL L5 | NISAR C L4 | CUBIQ ENGINEERING L1 | MOIDEENKUTTY URPATTIL L2 | ABDUL AZEEZ EK L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||||
| 1.00 | OD39126/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 318.4 | per sqm | 33 ₹10,507.2 | 30 ₹9,552 | 31.83 ₹10,134.67 | 26.66 ₹8,488.54 Lowest | 30 ₹9,552 | 33 ₹10,507.2 |
| 1.00 | OD39125/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 31.84 | cum | 3,034 ₹96,602.56 | 2,799 ₹89,120.16 | 2,861.91 ₹91,123.21 | 2,397.57 ₹76,338.63 Lowest | 2,700 ₹85,968 | 3,034 ₹96,602.56 |
| 1.00 | OD39127/2026-2027:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 297.8 | sqm | 938.54 ₹2,79,497.21 | 950 ₹2,82,910 | 935.1 ₹2,78,472.78 | 783.38 ₹2,33,290.56 Lowest | 950 ₹2,82,910 | 990 ₹2,94,822 |
| 1.00 | OD29374/2026-2027: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
(i) Nominal mix (1:2:4) | 2.34 | cum | 4,500 ₹10,525.5 Lowest | 7,500 ₹17,542.5 | 7,965.16 ₹18,630.51 | 6,672.83 ₹15,607.75 | 7,600 ₹17,776.4 | 8,440 ₹19,741.16 |
Tender Value
₹4.2 L
EMD Value
₹10,561
Closing Date
7 Aug 2026, 6:00 pmClosed
Assistant Engineer
O/o The Assistant Engineer LSGD Section Moonniyur GP
Kaalariparambu Valiyaparambu road in Moonniyur GP
2026_LSGD_862775_24
AE/LSGD/Mnr/02/2026-27
Open Tender
Civil Works - Roads
Item Rate
Moonniyur
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,561
Yes
28 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | OD39126/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 1 | per sqm | - | - |
| 1.002 | OD39125/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | OD39127/2026-2027:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | - | sqm | - | - |
| 1.004 | OD29374/2026-2027: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
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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