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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance | ₹3.9 L | L1 | Accepted-Finance accepted as L1 |
| 2 | L2₹3.9 LRejected-Finance GSTIN: 32BFUPN9310N1ZU | ₹3.9 L | L2 | Rejected-Finance rejected as L2 |
| Sl No | Description | Qty | Unit | VIJAY V NAIR L2 | SONUDAS L1 |
|---|---|---|---|---|---|
| 1.00road concreting | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.02 | Hectare | 47,091.13 ₹988.91 | 47,000 ₹987 |
| 1.00 | OD291027/2025-2026:Construction of Embankment wih meterial obtained from borrow pit with a lift up to 1.5m,
transporting to<br>site, spreading, grading to required slope and compacted to meet
requirement of Table 300.1 &300.2with<br>lead upto 1000 m as per Technical
Specification Clause 301.5.with roller compaction | 21 | cum | 1,406.38 ₹29,533.98 | 1,405 ₹29,505 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 21 | cum | 2,484.07 ₹52,165.47 | 2,480 ₹52,080 |
| 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) | 31.5 | cum | 9,563.75 ₹3.0 L | 9,530 ₹3.0 L |
| 1.00 | OD290298/2025-2026:Providing and fixing name board as per the direction of engineer in charge. | 1 | each | 3,025 ₹3,025 | 3,025 ₹3,025 |
Tender Value
₹3.9 L
EMD Value
₹9,674
Closing Date
1 Jun 2026, 5:00 pmClosed
BDO Ambalapuzha
Ambalapuzha Block Panchayath Office Sanathanapuram PO Alappuzha
MPLADS 2025-26 Adv Jebi Mather MP - Constrn of Pulipazhanji - Plappally Road Ward 4 Punnapra North GP
2026_CRD_852872_1
MPLADS/9/2026
Open Tender
Civil Works - Roads
180 days
Ambalapuzha Block
Valid Govt Contractor License with GST regn and Pan card
7 documents required · 7 mandatory
₹855
Yes
₹9,674
Yes
3 Jun 2026
25 May 2026
3 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
25 May 2026 - 1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1road concreting | ||||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD291027/2025-2026:Construction of Embankment wih meterial obtained from borrow pit with a lift up to 1.5m,
transporting to<br>site, spreading, grading to required slope and compacted to meet
requirement of Table 300.1 &300.2with<br>lead upto 1000 m as per Technical
Specification Clause 301.5.with roller compaction | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD290298/2025-2026:Providing and fixing name board as per the direction of engineer in charge. | - | each | - | - | BI01010001010000000000000515BI0100001118 |
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