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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SAI CONSTRUCTIONS L1 | GREGORY.C L2 |
|---|---|---|---|---|---|
| 1.00Challithoppu road - Reconcreting | |||||
| 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) | 12 | cum | 8,511.7 ₹1,02,140.4 Lowest | 9,085 ₹1,09,020 |
| 2.00Challithoppu Road twoards west Geetha sivadas house | |||||
| 2.00 | OD500150/2025-2026: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) | 5.82 | cum | 1,238.7 ₹7,209.23 Lowest | 1,322 ₹7,694.04 |
| 2.00 | OD500151/2025-2026: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) | 3.88 | cum | 2,084.3 ₹8,087.08 Lowest | 2,224 ₹8,629.12 |
| 2.00 | 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) | 5.82 | cum | 8,511.7 ₹49,538.09 Lowest | 9,085 ₹52,874.7 |
| 3.00Challithoppu road twoards East Shamsumma House | |||||
| 3.00 | OD460888/2025-2026: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) | 8.46 | cum | 1,238.7 ₹10,479.4 Lowest | 1,322 ₹11,184.12 |
| 3.00 | OD460890/2025-2026: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) | 5.64 | cum | 2,084.3 ₹11,755.45 Lowest | 2,224 ₹12,543.36 |
| 3.00 | 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) | 8.46 | cum | 8,511.7 ₹72,008.98 Lowest | 9,085 ₹76,859.1 |
Tender Value
₹4.2 L
EMD Value
₹10,436
Closing Date
19 Mar 2026, 6:00 pmClosed
Assistant Engineer
Punnapra south GP
Annual Plan-Punnapra South GP 2025-26 Pro no S0253/26 Challithoppu road concreting in ward 13
2026_LSGD_846611_5
08T/AE/LSGD/PSGP
Open Tender
Civil Works - Roads
Item Rate
punnapra south gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹920
Yes
₹10,436
Yes
25 Jul 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Challithoppu road - Reconcreting | |||||
| 1.001 | 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 | - | - |
| 2Challithoppu Road twoards west Geetha sivadas house | |||||
| 2.001 | OD500150/2025-2026: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) | - | cum | - | - |
| 2.002 | OD500151/2025-2026: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) | 1 | cum | - | - |
| 2.003 | 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 | - | - |
| 3Challithoppu road twoards East Shamsumma House | |||||
| 3.001 | OD460888/2025-2026: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) | - | cum | - | - |
| 3.002 | OD460890/2025-2026: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) | 1 | cum | - | - |
| 3.003 | 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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