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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) Dated.02.03.2026 of Kongad Grama Panchayath |
| 2 | L2₹2.6 LRejected-Finance | ₹2.6 L | L2 | Rejected-Finance High Qtd Rate |
| Sl No | Description | Qty | Unit | NARAYANANKUTTY N A L1 | K. BABURAJ L2 |
|---|---|---|---|---|---|
| 1.00Road Renovation | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 114 | sqm | 16.01 ₹1,825.14 | 20 ₹2,280 |
| 1.00 | OD317369/2025-2026:Modified Data (DAR.2.28.1)-Surface dressing of the ground including removing
vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up
to 50 m and lift up to 1.5M in all kinds of soil | 28 | 1 sqm | 36.75 ₹1,029 | 40 ₹1,120 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 11.35 | cum | 3,337.88 ₹37,884.94 | 3,400 ₹38,590 |
| 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) | 21.3 | cum | 9,563.75 ₹2.0 L | 9,600 ₹2.0 L |
| 1.00 | OD446592/2025-2026:Filling with quarry muck-Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 7.36 | cum | 947.54 ₹6,977.68 | 950 ₹6,995.80 |
| 1.01 | OD429078/2025-2026:Name Board (MoRD-2021):Supplying and Providing Readymade GI Name Board with all conveyance, labour and hire charges etc complete using GI Hollow Tube of Size 80x40x1.40mm Post, 40x20x1.40mm Outer Fframe, 0.60mm thick Iron Sheet of Size 90x60cm with Two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. Complete | 1 | no | 2,804.26 ₹2,804.26 | 2,900 ₹2,900 |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
21 Feb 2026, 5:00 pmClosed
Muhsin Munavar PK
Office of the Assistant Engineer LIDEW Section Kongad Grama Panchayath
Annual Plan-Kongad Grama Panchayath-2025-26 Renovation of Keerippara Canal Road-Ward No.07-Pro.No.152-26
2026_LSGD_835831_1
ET-07-07/AE/LIDEW/KGP/2025-26
Open Tender
Civil Works - Roads
270 days
Kongad Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,356
Yes
8 Jun 2026
12 Feb 2026
24 Feb 2026
12 Feb 2026
21 Feb 2026
12 Feb 2026
Road Renovation
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
OD317369/2025-2026:Modified Data (DAR.2.28.1)-Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
OD446592/2025-2026:Filling with quarry muck-Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade
OD429078/2025-2026:Name Board (MoRD-2021):Supplying and Providing Readymade GI Name Board with all conveyance, labour and hire charges etc complete using GI Hollow Tube of Size 80x40x1.40mm Post, 40x20x1.40mm Outer Fframe, 0.60mm thick Iron Sheet of Size 90x60cm with Two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. Complete
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