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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.5 L+₹11,068.10 (7.83%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VINODH L1 | CHINNAPPAN A L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 22.12 | cum | 368.65 ₹8,156.38 Lowest | 398.22 ₹8,810.62 |
| 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 | 8.85 | cum | 2,787.13 ₹24,666.1 Lowest | 3,010.76 ₹26,645.23 |
| 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) | 13.28 | cum | 7,985.73 ₹1,06,010.57 Lowest | 8,626.5 ₹1,14,516.79 |
| 1.00 | OD250453/2025-2026:suppling and providing readymade GI Name Board with all conveyance, labour and hire charges etc. complete using GI hollow tube of size 50 mm post 1 NOS , 40x40x6mm angle outer frame, 0.6mm thick Iron sheet of size 60x 45cm with two coat of enamel painting over a coat of primer, letter with suitable | 1 | each | 2,600.93 ₹2,600.93 | 2,529.44 ₹2,529.44 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,235
Closing Date
7 Mar 2026, 6:00 pmClosed
RAGI C N
The Assistant Engineer, LIDEW Section ,Vadakarapathy Grama Panchayat
pro no 278-25-26 koppumenon challa mariyamman kovil road concrete
2026_LSGD_838453_7
10/AE/LIDEW/VKPY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
VADAKARAPATHY GP
7 documents required · 7 mandatory
₹555
Yes
₹4,235
Yes
4 Jul 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | 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 | 1 | 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 | OD250453/2025-2026:suppling and providing readymade GI Name Board with all conveyance, labour and hire charges etc. complete using GI hollow tube of size 50 mm post 1 NOS , 40x40x6mm angle outer frame, 0.6mm thick Iron sheet of size 60x 45cm with two coat of enamel painting over a coat of primer, letter with suitable | - | each | - | - |
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