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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC | ₹10.2 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SAI CONSTRUCTIONS L4 | MUHAMMAD HASSAN L3 | ONESQ BUILDERS AND DEVELOPERS PRIVATE LIMITED L2 | GREGORY.C L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road maintenance | |||||||
| 1.00 | OD431265/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders Construction of
subgrade and earthen shoulders with approved material obtained from borrow pits with a lift
upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet
requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification
Clause 301.5(WITHOUT POWER ROLLER) | 63.6 | cum | 1,364 ₹86,750.4 | 1,273 ₹80,962.8 | 1,197 ₹76,129.2 Lowest | 1,197 ₹76,129.2 Lowest |
| 1.00 | OD431263/2025-2026: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, mixing by mix in place method with rotavator at once, etc complete as per
Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. For
footpaths (Derived from 4.11.2)(WITHOUT ROLLER) | 65.8 | cum | 2,295 ₹1,51,011 | 2,142 ₹1,40,943.6 | 2,014 ₹1,32,521.2 Lowest | 2,014 ₹1,32,521.2 Lowest |
| 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) | 98.7 | cum | 9,372 ₹9,25,016.4 | 8,750 ₹8,63,625 | 8,225 ₹8,11,807.5 | 8,224 ₹8,11,708.8 Lowest |
Tender Value
₹11.9 L
EMD Value
₹29,664
Closing Date
5 Mar 2026, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer Punnapra south GP
Annual Plan-PUNNAPRA SOUTH PR NO - 113/25-26- MAINTENENCE OF SIRAJALHUDA VALYAPARAMBU ROAD OF PUNNAPRA SOUTH-
2026_LSGD_840620_5
07T/AE/LSGD/PSGP
Open Tender
Civil Works - Roads
Item Rate
180 days
punnapra south gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,664
Yes
15 Sept 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | OD431265/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders Construction of
subgrade and earthen shoulders with approved material obtained from borrow pits with a lift
upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet
requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification
Clause 301.5(WITHOUT POWER ROLLER) | 63.6 | cum | - | - |
| 1.002 | OD431263/2025-2026: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, mixing by mix in place method with rotavator at once, etc complete as per
Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. For
footpaths (Derived from 4.11.2)(WITHOUT ROLLER) | 65.8 | 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) | 98.7 | cum | - | - |
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