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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC Accepted Vide Resolution No.8(1) Dated.19.05.2026 |
| 2 | L2₹1.7 L+₹213.35 (0.13%)Rejected-Finance | ₹1.7 L+₹213.35 (0.13%) | L2 | Rejected-Finance Second Bidder. Kept in Abeyance till the execution of Agreement by the First Bidder |
| Sl No | Description | Qty | Unit | A N JAYAPRASAD L1 | MURALIDHARAN K 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. | 93.75 | sqm | 16 ₹1,500 Lowest | 17 ₹1,593.75 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 8.44 | cum | 3,337.8 ₹28,164.36 Lowest | 3,340 ₹28,182.92 |
| 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) | 14.06 | cum | 9,563.7 ₹1,34,494.31 Lowest | 9,570 ₹1,34,582.91 |
| 1.00 | OD430531/2025-2026: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 | 2.66 | cum | 947.5 ₹2,516.56 Lowest | 950 ₹2,523.2 |
| 1.00 | OD430557/2025-2026: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 | 2,804.2 ₹2,804.2 Lowest | 2,810 ₹2,810 |
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
13 Mar 2026, 1:00 pmClosed
Muhsin Munavar-PK
The Assistant Engineer LIDEW Section Kongad Grama Panchayath
Kolppadam-Thkke-Malampadam Rd
2026_LSGD_843909_1
ET-09-13/AE/LIDEW/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Kongad Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,237
Yes
25 Aug 2026
5 Mar 2026
17 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | - | 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 | OD430531/2025-2026: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 | - | cum | - | - |
| 1.005 | OD430557/2025-2026: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 | - | no | - | - |
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