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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical KAPPUR GRAMA PANCHAYATH | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical ASWATHI VELLALOOR AELSGD KAPPUR GRAMA PANCHAYATH 2107 SUB TREASURY KOOTTANAD | - | Rejected-Technical L2 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MUHAMMED ABDURAHIMAN P V L4 | MOHAMMED ABDUL SHUKKOOR L1 | K P VASU L5 | Sasidharan.k L3 | NITHIN CHANDRAN A L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 224 | sqm | 11.95 ₹2,676.8 | 11.19 ₹2,506.56 | 12.81 ₹2,869.44 | 16 ₹3,584 | 10 ₹2,240 Lowest |
| 1.00 | OD288019/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 2.5 | cum | 1,748.53 ₹4,371.33 | 1,636.83 ₹4,092.08 | 1,873.58 ₹4,683.95 | 1,100 ₹2,750 Lowest | 1,100 ₹2,750 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) | 33.6 | cum | 7,141.25 ₹2,39,946 | 6,685.06 ₹2,24,618.02 Lowest | 7,651.96 ₹2,57,105.86 | 7,120 ₹2,39,232 | 6,870 ₹2,30,832 |
| 1.00 | OD288020/2025-2026:1.003-Specification code: 51.2.3
Filling with Quarry Muck <br> Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | 3.2 | cum | 707.53 ₹2,264.1 | 656.52 ₹2,100.86 Lowest | 758.13 ₹2,426.02 | 900 ₹2,880 | 900 ₹2,880 |
| 1.00 | OD288021/2025-2026:1.001-Specification code: OD55895/2022-2023
Engraving letters in hard stone for granite 90X60 cm size name board for inauguration
(including granite board & lettering)Erecting and fixing charges etc | 1 | each | 3,724.82 ₹3,724.82 | 3,495 ₹3,495 Lowest | 3,991.19 ₹3,991.19 | 4,000 ₹4,000 | 3,500 ₹3,500 |
Tender Value
₹3.4 L
EMD Value
₹8,470
Closing Date
12 Feb 2026, 11:00 amClosed
Assistant Engineer
o/o assistant engineer ,kappur gp
CONCRETE WORK ATKozhikkara kizhakekkunu road
2026_LSGD_833065_2
14/AE/LSGD/KPR/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
o/o assistant engineer, kappur gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,470
Yes
16 Jun 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | OD288019/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | - | 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) | - | cum | - | - |
| 1.004 | OD288020/2025-2026:1.003-Specification code: 51.2.3
Filling with Quarry Muck <br> Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.005 | OD288021/2025-2026:1.001-Specification code: OD55895/2022-2023
Engraving letters in hard stone for granite 90X60 cm size name board for inauguration
(including granite board & lettering)Erecting and fixing charges etc | - | each | - | - |
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