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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC Accepted Vide Resolution No.22 dtd.26-09-2025 of mannarkkad municipality |
| 2 | L2₹3.8 LRejected-AOC | ₹3.8 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | karthikeyan L1 | PREMARAJ K L2 |
|---|---|---|---|---|---|
| 1.00CHENATH PARAMB ROAD INTERLOCKING | |||||
| 1.00 | OD178798/2025-2026: 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
1.5 m.
All kinds of soil | 135 | sqm | 36 ₹4,860 | 36.75 ₹4,961.25 |
| 1.00 | OD178796/2025-2026: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 | 13.5 | cum | 3,150 ₹42,525 | 3,150.2 ₹42,527.70 |
| 1.00 | OD247239/2025-2026:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc. | 135 | sqm | 1,049 ₹1.4 L | 1,049.79 ₹1.4 L |
| 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) | 2.38 | cum | 9,563 ₹22,807.76 | 9,563 ₹22,807.76 |
| 2.00PISHARADI ROAD INTER LOCKING | |||||
| 2.00 | OD178803/2025-2026: 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
1.5 m.
All kinds of soil | 108 | sqm | 36.75 ₹3,969 | 36.75 ₹3,969 |
| 2.00 | OD178804/2025-2026: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 | 10.8 | cum | 3,150 ₹34,020 | 3,150 ₹34,020 |
| 2.00 | OD247245/2025-2026:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc. | 108 | sqm | 1,049 ₹1.1 L | 1,049 ₹1.1 L |
| 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) | 1.84 | cum | 9,563 ₹17,643.74 | 9,563 ₹17,643.74 |
Tender Value
₹3.8 L
EMD Value
₹9,526
Closing Date
23 Sept 2025, 6:55 pmClosed
vinod p
Mannarkkad Municipality
Annual Plan Mannarkkad municipality 2025 26 ROADS INTERLOCKING IN GOVINDAPURAM WARD 26 PR NO 516
2025_LSGD_797126_23
3 2025-26 AE LID EW MKDMNCP
Open Tender
Civil Works - Roads
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹840
Yes
₹9,526
Yes
3 Jan 2026
15 Sept 2025
24 Sept 2025
15 Sept 2025
23 Sept 2025
15 Sept 2025
Amount
CHENATH PARAMB ROAD INTERLOCKING
OD178798/2025-2026: 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 1.5 m. All kinds of soil
OD178796/2025-2026: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
OD247239/2025-2026:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc.
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)
PISHARADI ROAD INTER LOCKING
OD178803/2025-2026: 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 1.5 m. All kinds of soil
OD178804/2025-2026: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
OD247245/2025-2026:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc.
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)
PREMARAJ K (BID ID -2354339)
Bidder Name
PREMARAJ K
karthikeyan
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