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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-Finance | ₹7.0 L | L1 | Accepted-Finance Single tender in re tender |
| Sl No | Description | Qty | Unit | ONESQ BUILDERS AND DEVELOPERS PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 1.00road | ||||
| 1.00 | OD480067/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from Scarifying with power roller | 388 | sqm | 7.7 ₹2,987.60 |
| 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. <br>(ii) Using Gravel mix soil. | 58.2 | cum | 2,454.2 ₹1.4 L |
| 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) | 58.2 | cum | 9,449 ₹5.5 L |
| 1.00 | OD480068/2025-2026: Name board | 1 | each | 2,988.7 ₹2,988.70 |
Tender Value
₹7.1 L
EMD Value
₹17,681
Closing Date
1 Jun 2026, 5:00 pmClosed
BDO Ambalapuzha
Ambalapuzha Block Panchayath, Sanathanapuram PO Alappuzha
MLASSDF 2025-26 Constn of Thychira Laksham Veedu Road in W-18 of PNGP
2026_CRD_852925_1
MLASDF/8/2026
Open Tender
Civil Works - Roads
180 days
Ambalapuzha block
Valid govt Contractor with GSTN and Pan card
7 documents required · 7 mandatory
₹1,560
Yes
₹17,681
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 | ||||||
| 1.001 | OD480067/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from Scarifying with power roller | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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. <br>(ii) Using Gravel mix soil. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD480068/2025-2026: Name board | - | each | - | - | BI01010001010000000000000515BI0100001117 |
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